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King Stud continuous from
<br /> bottom to top pletes
<br /> each side of opening LSTA21 w/Blkg .
<br /> �typ 2� � opening ttyp 4) -
<br /> �'1l�'�`/���1� �//(J, ����L���`
<br /> ��j� J°',�� vY�iZ //�..�(�Z,��v�.
<br /> Hd'' P8" Ple" 12 20 yr F,G, roof ing
<br /> Wall per plan 6 7/16rOSBngheathin 2x8 afters 16" o,c, v
<br /> /Deck rail abv �� g ��
<br /> 24 o,c, Insulation baf f les Insulation baf f les -C �
<br /> Eng'd Truss (t�p) Framed roof 8
<br /> Solid Blocking Solid Blocking � � _�
<br /> Baseplate Nailing per SW Sched, 2x tight fit solld Panet edge neiling Zx flat blocking � -� �
<br /> or D e c k r a i l C o n n e c t i o n p e r p l a n B l o c k i n g w/e d g e n a i l i n g S h e a r w a l l p e r p l a n between st�ds R-49 F,G, Insulation 1 x 8 F ascia 2x6 C,J, 16" o,c, � m �
<br /> Full Height � m �.
<br /> per Struc tura l No tes e s r e q u i r e d (t y p 4) D b l 2 x t o p p l a t e 2 6 g A l u m, G u t t e r ,�
<br /> � 4x8 #2 DF header 8d Galv, � 6" o,c, E c CO �
<br /> W I N D O W O P E N I N G Q �o a s n o t e d (diaph, to top plate) `� -� ��-'' �
<br /> Rim Joist per plan FJ per plan � �����,,�� � � � m -�
<br /> a� �-1 c� �2 i�I 0 /! � o� T � o�
<br /> Q
<br /> ��vj�t� �I ��-��r�s � ' � m � �
<br /> Shearwall per plan A35 per SW Schedule � �� �<�� 8" Horz� Hardboard Lap Siding on 7# felt
<br /> Holdown per plan Hotdown Per ptan - 7/16 OSB corner sheath nail 8d � 6" edge/12" field (typ)
<br /> 2x F,J, er lan or per engineer ealcs f or shear
<br /> P p 2x6 studs 16 o,c, #2 HF or better �
<br /> 2 SW Transfer � CANTILEVERED JOIST
<br /> R-3 0 over garage R-21 F,G, insulation attach stub or use 4 mil vb
<br /> 1/2" = 1' 0" � 1/2" GWB
<br /> �
<br /> Q 2x6 base plate, w/16d 8" o,c, & 16d � 6" o,c, slant nail
<br /> 3 PERFORATED SHEARWALL DETAIL Q ______ 2x 10 Rim �oist with 3 16d each �oist
<br /> 1/2 - 1 0 ��«-�"l� 2x6 pressure treated sill plate
<br /> R��,' Thermal Br ak Simpson A35 � 32" o,c,
<br /> conc slab ' A,B, as noted max 12"- min 3 1/2" from end, embeded 7° REVISIONS
<br /> � � _ ,�/ w/ 1/4° x 3" sq washers �
<br /> R-10 under Lvg Spc „ �
<br /> 8" pc fnd wail #4 18 �o,c, horz, & Ivert, min I � .
<br /> 8x 16 f ooter Over 2 Hi - #4 10 o,c, horz,, 16 o,c, vert, �
<br /> Slope grade � 1/4" per foot away from foundation
<br /> d-
<br /> 4" perimeter drain in stone, connect to approved discharge
<br /> 4" dia tightline roof drain seperate from perimeter footing drain �
<br /> 18" min Crawl space, 12" min under beams �
<br /> 6 mil black vapor barrier with 12' lap seams � �
<br /> H � �
<br /> TYPICAL 2 STORY SECTION � � �
<br /> o ' � -
<br /> � ng 'd Truss / Site �rame = � �
<br /> �, m �
<br /> 1/4" = 1' 0° �
<br /> Z �-+ �
<br /> H
<br /> � ��
<br /> � � Q
<br /> � � �
<br /> 1��M � BEAM 2x4 WALL 2x6 WALL (25) 16d nails Double
<br /> 0 4x (SAWN) t2) 2x4 (2) Zx6 � to late
<br /> � 6x (SAWN) (3) 2x4^ t3) 2x6 �
<br /> � 3 1/8 (GLB) (2) 2x4 (2) 2x6 (rj
<br /> f�8C8SS � 5 1/8 (GLB) (3) 2x4 (3) 2x6 �
<br /> into floor esls � 3 I/2 (MANF) t2) 2x4 (2) 2x6 �
<br /> m w/solfd blocking w���� � � 5 1/2 tMANF) (3) 2x4 (3) 2x6 �
<br /> �
<br /> r�ao sTuos GIRDER TRUSS (3) 2x4 (3) 2x6 If o en rail is used then s ace balusters r—+
<br /> (3) 16d ea S(de Studs P P
<br /> �o� � so a 4" sphere will not pass through or
<br /> I
<br /> Underlayment � HEADER 2x4 WALL 2x6 WALL � f rom nose of tread
<br /> � 4x (SAWN) Zx4 2Xs�� LSU 210 Hngr or A35 m „
<br /> � 2 x 4 1 6 o,c, s t u d d i n g N
<br /> 2x Joist � � sx tsAwN� ---- 2xs NOTE; eac h s tr inger (typ) � anchored to strin ers and f loor �
<br /> 3 1/8 tGLB) t2) 2x4 2x6 Splice and nail top plates as shown at all g X
<br /> w Exterior walls, shear walls and at each 6' 8" min, clearance GWB both S1deS COntirluouS �
<br /> I � S 1/8 (GLB) ---- (2) 2x6 �
<br /> � 1/2 (MANF) t2� 2x4 2xs floor level and at roof, to nose of tread � �
<br /> C7
<br /> � ��S � 5 1/2 tMANF) ---- (2) 2x6 Firestop ad jacent walls per 708,2,1 � �
<br /> DBI. !f is0'�or greeter -
<br /> 36" wide min, landing
<br /> POST / STUD � POINT LOADS TOP P�ATE SPICE E��V� At all stair locations .} s
<br /> RAIL WALL END STUDS Elevatlon ���, 1i4�� = 1� e�� �—,
<br /> 1 1/4" - 2" dia, continuous f ull length � �
<br /> 17 handrail with 1 1/2" min, space to wall 2x 12 Stringers � �
<br /> Section Vlew Return ends to wall or terminate at 10" tread (min l0") > m
<br /> 1/2" = 1' 0° post per R311,7,8,2 Max, 7 3/4" rise U-) �
<br /> Rail 34"-38" above stair nosing w/ 3/4" to 1 1/4" nosing
<br /> � , �
<br /> 2x treads and lx risers p � c�o
<br /> 6" sphere does not Fireprotect enclosed under stair walls Q Q �
<br /> Guard/Handrail to sustain pass through and sof f its with 1/2 GWB �
<br /> „ Firestop Ad�acent walls per R302,11 r � -
<br /> 200 lb load 4 sphere does not � � �
<br /> Balusters to sustain 50 tb load pass through z �
<br /> U � �
<br /> YPICA T R D � � o
<br /> � T � S A I E T A I� � m �
<br /> Per IR311J I' O � (!)
<br /> 1/4 - 1 0 � (� N
<br /> ' -- 32 — 13 �� sf .
<br /> McNeil ADU 34x
<br />
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