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� <br /> � � i jL S� <br /> . <br /> � _ ,_"_ . __"' • :,/ � <br /> ' � � / V � ��,�` ,�� :< Section Keyed Notes ��� ��������, <br /> ( i . . � �� x � i�� <br /> ; � , 8 ,_ u <br /> �,�a � , <br /> � ' ' 7.0 r ' ' „ �. <br /> � BM BEAM / HEADER PER FRAMING PLANS � <br /> x <br /> ;, SAATE 4F wASNtNGTaI� <br /> W. � I <br /> � � � � �~� � " � ����� ��� CS CONCRETE SLAB - SEE FND PLAN <br />� , � ��y <br /> " : x . <br /> � I � _ � � ; � �� �i DR DOOR PER FLOOR PLAN <br /> _ ---,-� — - .- <br /> �-=_ - --- � � <br /> , <br /> , <br /> -- �--- — --��- --- ---- - -- --- <br /> . � � �: <br /> , <br /> . . <br /> 4 ' a . -- a ` .. <br /> � '. . �. e a -" .. .. <br /> � <br /> _,� � . . ., � . - , ..__� . . ...�� . <br /> ' I <br /> I Q o d � � . ;I � DK DECK ASSEMBLY: _ <br /> � � � � � ARDECKINGO/ ARCHITECTS <br /> 4 , , ; 2x6 CED <br /> � ; � 2x6 PT JOISTS @ 16" O.C. 21620 84th Ave. S. <br /> I Y <br /> i i <br /> � �� I I <br /> .Y <br /> . 1 <br /> , A5. <br /> M <br /> , <br /> i <br /> < <br /> �; ., � , ' <br /> � , : _ �- _ � - Ken 2 <br /> q , - -- - - -- <br /> �� ' �� °�� � ° � � r � � � � � � � � �� � UP 5-6 EQ. RISERS � __— �.$- —_ , ' , ' j ; M FL'l FLOOR ASSEMBLY: <br /> � t, WA 98032 <br /> ° e ` � , „ � w I � 23/32" OSB T. & G. FLR'G, GLUE AND S <br />� � a'° n � a a . _ � . _ � �� 7 MAX � � � � '� ; � o TJI JOISTS PER FRAMING PLAN (253) 468-7696 <br /> . � a G . ' � a .. �' x <br /> � � � � x,r� ; I ; � � Q www.ihbarchitects.com <br /> � �. x�� ,.�. �� , r � � w w SEE <br /> ° , ° a� � °aa� � �e �a�� . � ; 7 8 ,, �� � �� �'1 �;� � � � �` �X�`�� �� i I �. �n � FL2 CRAWLSCAPE FLOOR ASSEMBLY: <br /> �� � � � � 5.1 5.1 � ti � h'��� ��'��� " ��� � � 15/32" OSB T. & G. FLR'G, GLUE AND SCREW F L O O R T h e a r a W�n g s an a p l�s s e t f o rt h o n <br /> � � � < _ — — — — — — — — . ' this set as instrument of service are, <br /> � ., ��° � � � �� � FRAMING <br /> a ,, � w TJ I J O I STS P E R F RAM I N G P LA N ana sna�l rema�n,tne Prope�of IxB <br /> � � � �� � Y , ��� �� '� i , Architects. Use of this drawin is <br /> � �. PLAN & <br /> I � � � �� � . �� , � ��; ' � � R-38 BATT I N S U LAT I O N l�m�tea to a sPe���ea pro;e�t g or <br /> --- --_ - <br /> � � <br /> �— __�---_--�- - -�-- � <br /> � ° �--- �-� � �- --- - = __ t � � � , , � DETAILS <br /> - T — — _ <br /> , � - - - - - - - - <br /> � '�� � � „ � i persons named herean. And for a <br /> ' x � � , <br /> construction of one building. Any <br /> , J(� �� _ _-- - -- - ( i ON SH EET <br /> , <br /> ; � �X� xx�, N FOUNDATION - SEE FOUNDATION PLAN g � <br /> �, ����. � � use or reuse of said drawin s is <br /> �/� ' ' : �'�.Q strictly prohibited without written <br /> � �/ �� - — — — � � permission of IHB Architects � <br /> ❑ �� <br /> FP FIREPLACE - PROVIDE 518" TYPE 'X' GWB BE IND o <br /> UP '` FAN TO OUTSID L � <br />'� i i FIREPLACE. EXHAUST o <br /> � <br /> EQ. RISERS - 7 3/4" MAX. (3) 2x12 STRWGERS � <br /> � � <br /> , 4 TREADS ! � EQUALLY SPACED U WALL FURRING � � <br /> 0 <br /> ' ' I! 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Fasien handra�ls per manufacturer recommendations <br /> i..,.,t._.�_,_...W..._._��._--�__..—»------—.►t <br /> betw€;en posts � outside joist '�,, <br /> stair guard is required for --�-F. ���''' :— " � _ � 1'" min -••-� -.__ <br /> ,._ Q <br /> stairs with a tofal rise af � � '. 14" min 2 <br /> ..�,.. -.. 6'-0" maxErnum sp�c9n9 #- 2x� b�iust�r, typrc�l <br /> 3fl" ar mare; see GUARO � , ; ��� .:; _- ___ � 4 �x4 posi, typ�Cal -� 2x6 Or 5�4 bOat'd revisions: <br /> REQUIREMENTS for i ��- m�n. , : . ___TM. /.:" «il cap --� � <br /> ' ' _ ., - <br /> OO NOT NOTCH , . , � . r ., � � -- <br /> ~ { ' C'omments 020162 <br /> more information � -- � ' <br /> sioped joist hanger, -f � , ' <br /> minimum download � ," 3" � � ��� � � ' �' <br /> � ,�__ ;; <br /> , c�a aci# of 625 lbs, _� �4 �� � � . ; , <br /> � p y � � / <br /> see JOIST HANGERS 2x blocking 1;" -2" �'" ' � '� � �'� 2x4 top and bottam; ' <br /> i for mQre requirements �� 24'rnax_ c " � � � � �fi � � <br /> . i ,„ _ �,< mRnimum � <br /> � ,,. 1 z mm.-+- � '4 � '�, j , ( <br /> � . �� ' attach #a guard post with <br /> stair guard height� . � , � �i ATTACHMENT WiTH HANGERS 1 z min. ; <br /> ; � <br /> 34" min. measured • � � ?� �, „ � ,�" `'� � � ` ` ' <br /> = " § ' � ` � ` �Z)8d ihreaded na�ls o� I, ' <br /> � I� ____ _ £ � <br /> . y 3d -38 to nosing �-- � ' <br /> from nosing of step . � `� � of stairs. typical � _ ' 1 �4 �-� � � . . -. : :�. i �. �2}�8 w4od SCtBwS 2_'/2" ' ', <br /> min. <br /> i � � �� .� -�' ��=---= =� long on �nsade face ,obNo. <br /> e ; F,. <br /> - - <br /> - ;� '� waii-----�- �, , <br /> � S date: September 27, 2017 <br /> �� � carrosion-res�stant � �� <br /> °�, °; <br /> �__r__. ���d � NONCIRCULAR C(RCULAR RECESSED �,, �'� ��' ` ' drawn by: AP <br /> , 9 � handra�l hardware ' `,j '"-�ttach b�lusters �t to and battom <br /> Openings tor required guards on the--� Trian�ular apening shall past _j� [R311.7.7.3 Type I] (R3i 1.?.7,3 Type III (2��12" di�meter--r' P <br /> sides of stair treads shall not allow 110t Bfl'Tllt thB aSSe3 +�+ �Y��e� , , � �, �.—O�n1f1f�S S�"IaII ttOt �II4W reviewed by: IHB <br /> P P 9 Perimeter, 4' -64" Perimeter: >6d' thru-bt�lts 8nd .. with �1}#$ wood Screw ar (2)$d <br /> a sphere 4-3/8" to pass through. af a 6" diameter sphere. the passage of a 4 , <br /> MQUN"iED TQ GUARp MQUNTEO TO WALL waShers diameter s�here ROst-frame thre�tied nai1S w�th <br /> 0.135 nominal diameter <br /> . . . . . . AS . I <br /> irements Stair Strin er Attachment Handrail Mountin Types Handrail Grip Size Railing Detail <br /> Stair Guard Requ g g 9 <br /> 5 6 � N.T.S. � N.T.S. <br /> N.T.S. N.T.S. N.T.S. <br />