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<br /> jvb�l��l� tyviN. � c���r�
<br /> � �R BEAM 2x4 WALL 2x6 WALL j� "'�—•���•��a �
<br /> 0 4x (SAWN) (2) 2x4 (2) 2x6 /rt/(L S'I�#t�iS �'!F�[.� //�J'lUl.r'}�O/�,� ``�,,
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<br /> � 6x (SAWN) (3) 2x4 (3) 2x6
<br /> `� 3 1/8 (GLB) c2� 2x4 c�� 2xs 12 20+ r F,G, roof in
<br /> � 5 1/8 tGLB) (3) 2x4 (3) 2x6
<br /> cs�$ a 3 1/2 (MANF) c2� 2x4 c2� 2Xs 6 15# yoof ing f elt 2x8 Raf ters � 24" o,c,
<br /> wi�e� � w 7/16 OSB sheathir� ,
<br /> cc 5 1/2 (MANF) (3) 2x4 (3) 2x6 "_`� 2�„ O�C� � g Insulation baf f les F==
<br /> �ao s� GIRDER TRUSS (3l 2x4 c3� 2xs " En 'd Tr ss ( � � Insutation baf f les
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<br /> �+°� `� R-49 F,G. �n�� 41�a�/i,o�n,j � �{�;,-�_. Frame, rogf� � ��., olid Blocking
<br /> � lid Blockin -
<br /> � HEADER 2xh WALL 2x6 WALL J , y � f!���i' �I ` >1l , g
<br /> i � �
<br /> � �„ _ .
<br /> � 4x csawN� 2x� 2xs lx8 Fascia 2x6 C, , 1 " o,c, +' :
<br /> I � 6x (SAWN) _--- 2x6 � U -
<br /> Dbl 2x top plate 26g Alum, Gutter $ E�
<br /> o a 1/8 (GLB) c2� 2x4 2xs 4x8 #2 DF header 8d Galv C 6" o c,
<br /> I � 5 1/8 (GLBI ---- (2) 2x6 ' ' �
<br /> � o or as noted diaph, to top pl�te) �, � �
<br /> d 3 1/2 (MANF) (2) 2x4 2x6 � .
<br /> � �� � 5 1/2 (MANF) ---- (2) 2x6 � � L �
<br /> ST�o �S if within 5' setback 0° �j
<br /> �` if � «� �� a no vented blocking � Q N �
<br /> P O S T / S T U D � P O I N T L O A D� � ���.v� uSe Cor A vent/Sm�rtvent opt � � �,
<br /> � �' 1 hr const er IRC m � T- � `
<br /> Elevetion v�eW �vt,�f ,��j��� 8" Horz, Hardboard La p Sidin g on 7#�� f elt �� � � m � �a�' �,
<br /> �'��-�.��-�� � s e a h n a i l 8 d � 6 e d e/1 2 f i e l d (t ) �. �n
<br /> .� 7/1 6 O S B c o r n e r h t g y p o, _ a,
<br /> or per engineer calcs f or shear � o, N o �
<br /> 2X-�F�`J, ,per p lan 2x6 studs 16" o,c, #2 HF or better g �' � � •
<br /> - `�'����� .��� In�ul Hdr R-l0 R�21 G;GB insulation attach stub or use 4 mil vb '
<br /> ea er � o0
<br /> - �o �
<br /> equal °- �2�x6,—base plate, w/16d 8" o,c, & 16d � 6" o,c, slant nail �
<br /> a �� i� i �x�l�Rim �oist with 3 16d eaeh �oist r
<br /> m _ � �,� '� �r���� � -=2x6 pressure treated sill plate �
<br /> � m _ Simpson A35 L 32" o,c, � `='
<br /> �"�"RW'�`- � �`"" 5060 hs 00� Mudsill Anchor per schedule `- ;� ;,
<br /> TIGHT FIT SOLID BLK'G �
<br /> Ro�s�a�S PER PLAN 6080 s d ' � „y �� / ' ..
<br /> �� ��� �x F,J, per plan f�-38 � �� m
<br /> g 6 & 8 pc f nd wall . #4 18 o,c, horz, & vert, min �-
<br /> - Over 2' Hi - #4 10" o,c, horz., 16" o,c, vert,
<br /> 6x 12 8 8x 16 f ooter
<br /> ,�
<br /> REVISIONS
<br /> rade � 1/4 er foot awa from foundation
<br /> Slope g p y
<br /> �G� �` WindOW �'0' 4" perimeter drain in stone, connect to approved d�scharge to daylight �
<br /> u
<br /> �
<br /> El�v� �/1��A/ 4 dia, tightline roof drain seper�te f rom perimeter f ooting drain to daylight
<br /> t�00F FRAMING PER PLAN 1�" min Crawl space, 12" min under beams �
<br /> �-Li�� rs�� TR�' W� resist 200 Ib load any direction 6 m�t black vapor barrier with 12' lap seams O
<br /> �;
<br /> TRt���F, pR RAFTERS PARALLEL 70 WALL � '`
<br /> TYPICAL 2 S�ORY SECTION `: �
<br /> SHEARWALL F'�R PLAN SI-EARWi1LL PER PLAN RBCBSS � �
<br /> TIGF{1' FIT SOLIp BLK'G TIGHT FIT SOLID BLK'G into floor :
<br /> c,,. 1/4" = 1'
<br /> BIX�DARY NAILS PER PLAN BIXNOARY NAA,.S PER PL.AN � w/solid blocking � �pQ � � '
<br /> R0� SHEATFiIIIG PER PLAN �I ROOF �ATtiD� PER PLAN ��g l_.1 T I �I �� 1 S� I .�i �� � I I I G �
<br /> (3) 16d ea side '�'
<br /> � � �
<br /> Underlayment CI� �
<br /> ' � I �
<br /> ��
<br /> �� ��, ,,� �,, 2x Jolst _ �
<br /> � �� If open rail is used fih�n space balusters �
<br /> � �� W� so a 4 sphere will not pass through
<br /> � � � �::
<br /> ROOF FRAMArG PER PLAN c��- � �n sn� °r �1 � �,
<br /> 2X LEDGER W/ � I�I ,;� � � ",
<br /> _ . f rom nose of tread
<br /> � isa en sn�o
<br /> m
<br /> Q
<br /> S 210 Hn r or A35 �� II
<br /> RAIL W�4LL END S�TUDS � � g _ 2x4 16 o,c, studding o �
<br /> TRUSSES PERPENDICULAR TO WALL 7 „ , „ 28Ch sfiringer �flJ.(J) c''� � �
<br /> Section Vlew 1/2 = 1 0 anchored to stringers and f loor � �" �
<br /> LOW ROOF SHEAR TRANS�ER—TYP 6 8 min, clearance GWB both sides continuous � � -� �
<br /> 2 to nose of tread --'
<br /> 1/2" = 1' �"
<br /> Firestop ad�acent walls per 708,2,1 36" Wide min, landing
<br /> At all stair locations LSU 210 Hngr or A35
<br /> �
<br /> 1 1/4" - 2" dia� continuous f ull length Ul
<br /> �:
<br /> _ Hdr Hdr handrail with 1 1/2" min, space to wall 2x 12 Stringers
<br /> Return �nds to wall or terminate at � ` .
<br /> ost er R311,7,8,2 10" tread (min 10")
<br /> � P P Max, 7 3/4" rise �
<br /> 0
<br /> Rail 34"-38" above stair nosing w/ 3/4" to 1 1/4" nosing � �
<br /> m � � - - m � 2x treads and lx risers �
<br /> cf, `� � � � in .� � 6" sphere does not Fireprotect enclosed under stair walls I �
<br /> 3 ass throu h and sof f its with 1/2 GWB
<br /> sill � 200rdb Hl�nd�rail to sustain � �.�� s here does not Fires�top Ad�acent walls per R302,11 �
<br /> _ sill = P
<br /> Balusters to sustain 50 tb load pass through �
<br /> _ . �
<br /> TYPICAL STAIR DETAIL E
<br /> � � x .
<br /> �
<br /> T WA1.�L 1 WINDOW SECTION Per R311,5 � Q= �
<br /> �
<br /> 1/4" = 1' 0" 1/4" = 1' �" � CJ �
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<br /> �LL�����������.. ������o'
<br /> THIS DRA�NING HAS BEcP�J REVIEWED FOR � � �
<br /> �2J) 16d f1811S STRUCiUi�L REQUIRE�iENTS ONLY PER �_�,,
<br /> THE AT(F�CHED RcLEVAN7 DOCUMENTS.
<br /> Dnuble Ja�,���� i�,�T�1?�'�L� �F— � C�
<br /> � to late � �
<br /> ��VI��.�1V�� �'� � � �
<br /> U?STATE cNGII��EERING � � !/, � `''
<br /> (206)280-4715•services@upst8 com `>>
<br /> �101T�1=�7APrPP l�l'rC NOT RED. �
<br /> � r�ry � ,
<br /> r� V, o ,.
<br /> Studs � � �
<br /> � �
<br /> > I�. CC11
<br /> NOTE�
<br /> Splice �nd nail top plate� as shown at all
<br /> Exterior walls, shear walls and at each
<br /> floor level and at roof,
<br /> TOP PLATE SPICE ELEV, .
<br /> 1/4" = 1' 0" "
<br /> �1�������������`T
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