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i: � <br /> r <br /> � , <br /> � <br /> � <br /> � � <br /> � � <br /> � � <br /> -__ - _- __- - <br /> _ -_ __-_ _ _ -- - <br /> � - - -_. _ _ __ ; -._: _ --- ,-- <br /> ,_____7x 14 Foundation vents- - , � <br /> ___ <br /> �8�� �- �� Pre-manufactur�d trusses to be designed forloads and conditions ` <br /> _ ___ -- <br /> ._----- <br /> ---------_�, <br /> • \� � �.:,_ _ __ _ __ ____ __ . ; shown on this drawing and in accordance with the ,specifications of <br /> - -- -- & ---- - - _ _ _ - �-t <br /> _ - - - - _ _ - - - _ __ _ _ <br /> - _ - _ <br /> ''-Z"'X'" '`z"X'-" '`2-�X'�� -- -- -- ' the manufacturE�r. Design, fabric��fion and erection shall conform � <br /> 5/8" x12" A.B. @ 4' o.c. � , 12 9 ', to the latest star�dards of the manufacturer and the IRC R802.10 .. <br /> 18" x 24" A�cess � <br /> � `"'-� - �-_ -- _._ ----__ _ _- ---. __ - - - . _ __ _ - ---.-- _ _ ---- ------- -------- ; Design shall be stamped and signed by a structural engineer licenset� <br /> o � Pt"OpOS@d � , in the state of V!/ashington. Trussf�s shall have adei�uate bridging anci <br /> � <br /> , blocking as required. <br /> ---- - - . __ . -- --- - . <br /> � - ---- -- - - -_ --- -- <br /> � - _- _ _: _-- <br /> � 6 mil black poly ground cover - �� ---- _ ______ _____ _ ____----___--__ <br /> - __ _ _ _ _ <br /> -- __ - --- --- __ _-- - ------ _ <br /> `�-`'�j �Q s`� �1� �'%��'� Ex 18"x24" access �--- ---_ ___ _.-- ..__ <br /> - _ , <br /> / � <br /> _� , � <br /> =� �� �xf_� �a. _m e � � <br /> __ _ <br /> __�-_ <br /> --- <br /> � <br /> -- - __Dowel to ex footing & stem wall using 1/2" steel- - � �� ,�', �� � <br /> dowels with min penetration of 4" & set in epoxy � � � <br /> ----- -- - - -----_ _ -- _____.. <br /> o�� o � � " <br /> � <br /> ifl c� ' � <br /> � � <br /> ,— r' " . ' .----- . . / �p � <br /> —-� � �__ - ._._ _..._ , __.. .. __.�:--- . � . <br /> � _. Q . /�� � 1 � � <br /> ++ LL � \� � c II ' � <br /> .O : � I � / � -CONTINUOU� 2xo RIOGE 80ARD i � � <br /> 00 --- - --- _ __ _ _ _ <br /> x �,� � � �� <br /> pp CONTINUOUS 2x6 I � � <br /> )C ' , ' � � SLFEPER w/ (3)lod // , � � 2x4 OVERFRAMING g�, ` <br /> N� � �,.-..-� (�� /1 �. _..._._.__ _. I � SINKERS TO EACH � I � �� P.AFTFRS C` 2e,. �/ � p�, �; <br /> 2'x2'x12" concrete plinth footing - typ � �- >> �� i� w — �-----� � / (3) ,sa �s' k � <br /> 6x6 PT Post typ; � (-f'�� � � �-'� I TRUSS/RAFTER BE�ON' ,' w � � <br /> ,,,.- � �\�OENAlL� FACH FND <br /> - O . MM N ROOF i , <br /> --- __- �__. _ ___ I <br /> . i '" - � �RA I ER I� ' �� F�. �i \�1�1\ '',\�\ i �I � �q <br /> - <br /> . <br /> �_. _.._ - = - - - ___f� , . _ __ _ _ _ ____ -__ _ _ -- _ _ _ _ _--- _ __ -- _ .__ __ CPLA(v,. I I-� � <br /> . �� �V <br /> � � A, � �� i� ; �Oi <br /> __- __,_.. � ..----- - --- �- ; , � <br /> _ _ _ _$x10_PT.Bearer . _ ( T . _ : � 1 __. _ , __� � � I� . � �-zf� �irz�c.�_r Q�_�ov,� i ; ,,��, <br /> , <br /> ; <br /> � T__ � � , � \\� i' i.i/ �/ i i ( �% RIDG� BOi\RC! r,% 7x4 I� '; y� � <br /> .. � _._. .--- ' � . <br /> ______� 7 ___ - _ ...._ 6..__ _ __ 7 ___�� . 2x� BLOCKWG BET1Nt�N II�.�� II � - GUSSET w� �3)1od i �" , <br /> � �_____ RAFTERS w/ 16d 2x4 w/ (3)1od--�—'--; �--SINKERS �ACH ME�16FR � <br /> 1 _ � I � <br /> _ fn — =__. -- —" -�—�' Q SINKERS � o" o/c TO SINKERS TO T— <br /> O � � � J_^��, -�' SLE�F'_R BE!OW,. / RAFTER AN� \,� I � � <br /> � <br /> � Existi ng x {��_....�--� ��, " Existing, Roof � , �o�NA��''To � ��\� � ,� � <br /> ' ' � <br /> N W i / R00= FRAMING I� - I -��\`\\ � ,'�� ��,, <br /> I i ! _ � � <br /> cv I I / � i ��� �\ � �� <br /> I i ---------d_ � � '' � N I � , . <br /> CO T NUQUS _x4 iRIM BOARD / � <br /> I ____._.� - w/ (2) 1 od SINKERS (0 EkCH / PROVIDF 2x�: POS iS A� R.AF"fERS AND RIDG� BOARC` � � r " <br /> � RAFTER/TRUSS. INSTALL SNUG t�F�'Y ��-�NCHES MINIMUM. POSTS SHOULD BF ,� , <br /> � L IN FRONT OF 2x4 POSTS TO � ALIGNED TO FALL 0�' 64A1i\� ROOF FRAMING MEMBcRS � <br /> PR�VENT SUDINGJ AS SHOWN. NJH=R= RIDGE BOARD DOES NOT ALIGN � <br /> r �� : � v+� MAIN ROOF PAcMBER, POSTS SHOULD B�AP, On 2xe � � <br /> '�� BLOCK in�STALLEG BETW�EN ADJACENT TRUSSES. � s <br /> � � I�JP VI L 1�� .. <br /> �i I � � <br /> 'I ' I �� I YPICA,L ROOF OVERFR.AMIN� DET,AILS � �°" <br /> I, �1 ,`—^ - <br /> �' <br /> _ , �� i - - - <br /> ,, � � �,,� �'j.� - - _ -- - �,... -- ____ _-- 17'-0"---_ _ _ <br /> ,-- ' - � , _---- _ ._ <br /> -- -17-0 ' <br /> -� �° -� � C' ,���� ���� ', Q <br /> =. <br /> ,- <br /> �-� �-� � ; 6 �4 '; Roofi ��raming Detail <br /> 0 <br /> ; � �� �� �> �� � ; ---_ --- ---- <br /> ,I � �� � J� � � � � . <br /> — � _ _ 11'-8"--- - <br /> �-- --- 11'-8"- ��� <br /> e �, <br /> , <br /> , <br /> Foundation Plan - 1 /4'° �cale � � _ _ _ _ _ __ __ _ � .: <br /> c�� - <br /> _ � <br /> , <br /> � <br /> �� <br /> �.� <br /> � <br /> . � <br /> , � <br /> , � � - � -. <br /> -,�<� ��j�!-�i. ��l�S11�1' /i �����- � �,� t, �. � G.�_ —. <br /> � .:� � , __ = —`—`— � �. <br /> �� f� ��--r—, , <br /> �'�,° f - _ 1�_ � 71_1� � � , Nail sheathing to top � <br /> _ � 8d C4' o.c.m block cord w Sd C b"o.c. � <br /> � � { ..._-�-�.J y ,�.��s � �. <br /> � � � _ .. � __�-.�,�_.�-�-`�� �V ii\ , . <br /> 1 r, L�i Min. 6" 'I ' <br /> ,'t r I ' � - , - r--,• ��l j CG ll%. . z�4 Block �� w� tl <br /> 0 -�-�� � Fiiiish Grade to slope <br /> ��y� <br /> t�1�l�t�7�� L�.'�:� � ; away from buildir�g — � 1'russ Per Plan @ 24"o.c.Max <br /> �T�i �- i '�z' Z-�" O.C. ve?'�. ---- � ��K`3� � <br /> _ �/ i-rr � S_��_ �_1 ��-- � \ � @ @ <br /> ��_, � _ \ Nail 3d o.c, b"edges;3d 12"field � �' <br /> � � � ����' � 8d @ 6"o.c.Into Bird E3locking � � <br /> , , ��, ' ��� � � �� �,; � , ���� ` � � �, \ . � <br /> � S � <br /> � �_ r � � �� � � <br /> � `� � � <br /> � � <br /> :, � 1 � � ` 5/4"Spruce Fascia / \ <br /> � S j� � � �� 2x4 Diagonel Brace�4'o.c. � <br /> ��� � �� ����� ��� ���n� Continuous Al.Gutters � �� <br /> r � (-' • <br /> � J �__1 4"U.S.'Ciohtliue positive drlin j'i� � ,> L <br /> H-I Clips Each"t�russ \ " `� �,,, <br /> __�� Laminated shingle over Titanium underlay �_ � ' <br /> �.�. '°'� <br /> � - � 3(4°Mii`clear typ. on 1/2"CDX Plywood.Use 8d a 6"o.c. � A3�@ 12"o.c. <br /> � � to storm r stem . <br /> /'\ , � I r � ., <br /> ' ! � 3�� / <br /> ' 0 4 Wall per Plan ' `� <br /> �� n i i �� �� �o �S� Nail sheaChing i�[o ea. � <br /> '� �� ! �1' U ;i � y o r� �_ -�- - member of top plate �� � � <br /> I J • � =r �a;s Col��. 6, <br /> �� r;� �' /o � � I i L� l.` 1� � � �F' , ' � <br /> ; � `- i �t„perforated Footin�drain -----'�- ��'"�q`� �' �`C�.U�.t' u�.��ll��'�:l.�.�� ���G�If � ��� � - i , <br /> \I/ ��cloth co�erage� 1°stone cover 1__���0 0� �- ----- �� �; _ <br /> ��/ � , � � <br /> ' _ �ot� - = Roof Connection - 1/2" = 1' � �,,�� �f�r�,, `� <br /> Typical Dralnage Sectlon <br /> �•C���s�ir,�,,'� �, � <br /> r� �t?rt` `������i.I .�:..�.1.!,� _ -�� �j.F'�--o ����`��.�i�'� / � � � <br /> . <br /> _ '� —�� � ; �• S� � <br /> � � �� � + <br /> , `_� � <br /> � r . <br /> �j t <br /> J � <br /> ? f�. <br /> � 7P�jf� � � �� .. .. <br /> ���1��''+y.���6�;�(�t' �' . <br /> v'�' "w....�...� ,;�J �� <br /> �r�':,���JSll3id,�+" �''�:;�� <br /> �`�,�„'�'+.,���;, l .. <br /> � � k� ��/� <br /> � �:b.....,.. <br /> 'c. <br /> t . <br />