|
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 />
|