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<br /> � _ At roof framing, roof ' -
<br /> vent block per vent Concrete Provide 2x2 railin s �
<br /> block typical detail stem wall Beam per 2x4 railing connected to „ g �
<br /> Roof fr (rebar not lan post with A34 each end @ 4 o.c.
<br /> aming, flat or i Edge nailing per p i
<br /> shown � Sheathing or decking,
<br /> i��� Hook rebar into .
<br /> sloped per plan ini shear wall �
<br /> schedule footing step as H ��: � �-�-����: ���� :�- � _ 4 4
<br /> � Each bay has (2) � - x4 post @ 4' o.c. i 2�� per plan
<br /> � Ste concrete � BC ost
<br /> A35 per shear wall schedule shown. Provide '- r. T. . _ : p braces in an "X" shape. ' p i�
<br /> (2) layers of � footing as x r �' cap �
<br /> Plate nailing per 3 : needed Second brace not ������ 2�� Joists per plan
<br /> Diaphragm edge nailing per shear wall schedule horizontal �a�'�'� shown in detail � i'%���`�� Et��� 5/8" through � -
<br /> '' � 6 1/4"
<br /> reinforcement at 2� � ..�. �.:,�.....:..:..:... �� f €,����
<br /> � a m � m � .�. ��,f I'rfl /, ,��
<br /> diaphragm schedule �� H Concrete �r {, bolt Joist hangers
<br /> � i : � ♦ ,�I��f 3 t t
<br /> step � ,�: �������kl ; 2„ ;
<br /> � �.
<br /> Rim joist, provide footing per �,,�, ,, �, ' �`"� 4x6 DF post „ „ �
<br /> Diaphragm sheathing per hangers to match joist wall detail ��:'��''� ��r'�����" 1/2 bolt with 3 Beam per
<br /> 3' ` ���f washers each end
<br /> �,;:,�'
<br /> PB Post ��{`� ;��;� �}� 2x6 DF daigonal plan
<br /> diaphragm schedule size where rim joist is , � ,
<br /> � � ������1'.
<br /> used as a header base t� �� brace
<br /> wr,ere �o�sts are Stepped Footing Typical Detail -�����,:� Typical Railing Details
<br /> parallel to wall, iiii � 1 /2" = 1 '-0" Grade 3/4" = 1 '-0"
<br /> provide 1 bay of i� � Edge nailing per ; 3 .��
<br /> i � shear wall schedule ' �
<br /> solid wood Foundation
<br /> blocking @ 4'0" A35 er shear wall - per plan :
<br /> o.c. attached with p � �
<br /> A35 both ends schedule Studs @ 16" Exterior
<br /> Shear wall sheathin er Hold down per plan, refer o.c. max �la onal Brace Detail � grade .
<br /> Joists perpendicular g p D1 g �° '�'
<br /> End stud min. �� , ,� '
<br /> shear wall schedule to current simpson — 48" max � „�Y R�/
<br /> to wall, where catalogue for connection double stud 3/4 — � -�
<br /> applicable (2) bars at top
<br /> Edge nailing per shear requirements k ��
<br /> Concrete
<br /> , .,
<br /> Anchor bolt per � wall schedule �� Shear wall
<br /> 2 clear Hold down stairs ��
<br /> shear wall schedule ; i � #4 @ 12 o.c. ;
<br /> Concrete foundation � minimum anchor bolt �i � bolt
<br /> << Exterior wall of house ; � � -
<br /> ; .,
<br /> � A:� „ - 3�a � �i � 10" a : #4 @ 18" o.c.
<br /> 2 clear, � Hold down bolt as �.
<br /> minimum close as possible to Concrete Floor diaphragm, per Ledger per plan hook into footing
<br /> center of concrete foundation diaphragm schedule �5"� 6" �5"
<br /> concrete wall „ 1/2" threaded rod ���� (3) #4 bars
<br /> CS16 x 32 at blocking, continuous 0 E
<br /> Edge nailing per shear where applicable Decking per plan ,;, .,
<br /> Retrofit HDU Hold Down Typical Detail Exterior Stair Wall Detail
<br /> wall schedule �� _ � �� ;.;,�_:; ._ :;�_;; Deck framin F2 �� — � ��
<br /> 3/4 - 1 -0 ���;„ �- g 1 /2 - 1 -0
<br /> At arallel 'oists rovide 2 ba s per plan �
<br /> p J , P � Y —
<br /> of blocking with A35 each end. Simpson DTT2z
<br /> iiii Connect DTT2z to blocking connector Existing foundation wall, �
<br /> i�i A35 per shear wall contractor to verif all
<br /> i��i Y
<br /> schedule. Continue MST72 up At perpendicular joists, conditions and provide detail
<br /> �,
<br /> shear wall end post until connect DTT2z to joist. to engineer of record. Remove existing
<br /> Anchor bolt per � ; .�
<br /> shear wall schedule , .;.ss Shear wall end it receives nailing per the foundation lip as needed -
<br /> post hold down notes DTT2Z Det �� Existing slab for new slab on grade
<br /> „ MST72 hold down D2 �� _ , „ on grade �
<br /> Concre te foun da tion 2 c l e a r, 3/4 � - „ „
<br /> minimum Existing 5.5" per plan New continuous footing. --- 9 New 4 slab
<br /> ; :�: „ ; on grade
<br /> Alternate Condition foundation :' ,; _, 6 Excavate under existing , �
<br /> foundation in 4' maximum
<br /> 5-1/4" segments 8�� � (2) #4 bars �� � �
<br /> Exterior Shear Wall Framing Typical Detail 5-1/4" continuous �' � �,
<br /> ..
<br /> �� _ � �� : „ 3 1/2"x3" e ox a � °
<br /> � — � -Q . 3 O p Y Width to match existing foundation � � � �L �
<br /> ` '�� grouted anchor wall width, 12" minimum � °' � °'
<br /> � � , �
<br /> .� � N •�
<br /> bolts per hold � � �, :
<br /> down notes Exterior Stair Wall Detail � Z N �
<br /> Diap hragm e dge nai ling, re fer to F 3
<br /> dia hra m MST Hold Down D 3/4" = 1 '-0" � Q � o .
<br /> p g schedule and diaphragm H D 1 etail �,� � :_
<br /> Ventilation opening, refer to architect's notes on framing plans, as 3/4,�� _ � �-��� �- � �
<br /> � � �
<br /> applicable. Diaphragm nail spacing o
<br /> requirements or size and position may be adjusted to account for holes
<br /> Window � �-
<br /> - Solid blocking between in the blocking, provided the same Anchor bolts with 3" washers per header per �;s� �;
<br /> number of nails are used. Nail plan -
<br /> joists or rim joist, as shear wall schedule or structural Full hei ht 4x6 ost �
<br /> spacing may not be less than 3" o.c. Wood wall above notes, as applicable g p Window per ,
<br /> applicable. No gap �
<br /> permitted between the Roof 2 bars at to plan = � �„�
<br /> blocking and the roof �2�� diaphragm P.T. Plate ;.� „ � � p � �i N ,
<br /> ._ o0
<br /> sheathing �--_—� < ,,� HUC Beam hanger o
<br /> �-� Min. sheathing �, % ��r,/ Upper � -a �
<br /> Exterior wall #4 horizontal <`� ��F grade Horizontal CMSTC16 � � �
<br /> il `�` �` Sheath block, and nail
<br /> Roof framing bars @ 12" o.c. `�� � strap from Q s 4
<br /> members � „ #4 vertical bars @ 12" wall around window plate/header to solid .� •°' �
<br /> _
<br /> Wall top plate 5 -0 max o.c., hook into toe per shear wall 4x blocking in wall. ;`�= c�, a�
<br /> Refer to plans for member sizes. _
<br /> „ schedule � W ,
<br /> 4 slab on ra L N >
<br /> A35 per shear wall schedule g de with C� co ,
<br /> rigid insulation by 8" thick wall
<br /> others � Shear post
<br /> with er ..
<br /> „ W � p Bottom of window �
<br /> '' ` '` double late
<br /> 12 Drainage by others ase p
<br /> 2�-6�� � 1�09/01/16 �
<br /> � ' :,,a, .
<br /> Roof Ventilation Typical Detail � s ,
<br /> 1 " = 1 '-0" S h e a r W a l l A t W i n d o w D e t a i l
<br /> Ex terior Foo ting wi t h S la b on Gra de De tai l 1 /2" = 1 '-0" ��� ����' , �
<br /> F � � C���; Date:
<br /> � /2�� _ � �_��� ���������'°��,�`� M 06/24/16
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