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NO. DATE ISSUE/REV. gY
<br /> � 08.29.18 BLDG.DEPT.REV. MRL
<br /> 1 n �] ^ G � � 10.05.1 S BLDG.DEPT_REV. MRL
<br /> G J �•t J
<br /> 1 10'-0"
<br /> 20'-6" 20'-4" 20'-4" 22'-10" 26'-0"
<br /> I I I I
<br /> I I
<br /> (N) 3/4" T&G PLYWOOD SHTG OVER (N) 3/4" DIAG SHTG W/
<br /> lOd @ 6"OC EDGES, lOd @ 12"OC FIELD (UNBLOCKED)
<br /> (E) 3/q" T&G PLYWOOD SHTG [TO MATCH (E)] @ AREAS OF (N) FLOOR FRAMING, TYP
<br /> �� �� OVER (E) 3/4" DIAG SHTG, �
<br /> �
<br /> �`L1�' ��1�' SW-6 TY P U N 0 SW-6 �`Ll�
<br /> - O
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<br /> �: �.. � � -=-� �� �: �� I ARCHI T ECTURE
<br /> ::
<br /> . ... �� :: ..: ... �
<br /> ��• - �: G' :�: :�: p � REF S200 FOR 980 South Hamey Sheet • Seattle,WA 98108
<br /> (E) HDR, TYP UNO � (N) BRG WALL f:206.382.1900 • r:2ob.3s2_oaso
<br /> � E BRG WALL ,� z LOCS BELOW, TYP 4 S400
<br /> � _� � — — � c—--� � ) r___� c - — � c=--� � �
<br /> � 1 I BELOW, TYP UNO I I- �� N �� (- �P D EI
<br /> _ _ _ _ _ _ _ � `� �' _ _ _ _ _ _ _ _ _ = _ _ _ _ � � � c=�===____ ��� II �� DIBBLE ENGINEERS INC
<br /> o .�• �: :�: :�: I� i� _ www.dibbleengineers.com
<br /> i �
<br /> � (( �i �ozg Market Street,Kirkland,WA g8o33
<br /> N �( � 425.828.4200
<br /> �� (N) 2x10 @ 16"OC �
<br /> o `� o " o `i o (N) 2x10 @ 16"OC ��— � `
<br /> CO � CO � c9 � CO �' I� N
<br /> � ;�; � .�: � :�� � .�. �� �� ��
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<br /> 0 0 0 0 �I �
<br /> X X X X O I
<br /> N N N N .— �
<br /> v i;� � :.; .;: �v X I 3/S400
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<br /> MSTC48 STRAP- � a, sw-3 �
<br /> TO-BEAM & TOP R � p. �
<br /> � ��
<br /> � �( ACROSS CORNER ,�, II � �
<br /> i � �� � �� � �� � m
<br /> � � I I I � � �) �
<br /> `�� � a0
<br /> 6x10 �I 6k6 � `°�6 6�"6 � 6��0 Q��O�Q 1�.y (E) 2x10 (CANT) (E) 2x10 (E) 2x10 � �
<br /> c u � 6x10� 6x10 u �� '`� ���� @ 16"OC @ 16 OC @ 16"OC -}—
<br /> C.7 — — ��ti — —,�,SS — — — — — — �� NSS — o _: M � Z
<br /> �+� S+ SISTER (N) JOIST TO � SxSx j z y�� X � O t,•� O
<br /> I �`'G' � �� `S�� (E) W/ tOd @ 6�'OC lj.V — — — 2 — � r�,P 4�� � � ,� ^/ Ur
<br /> 6 S300 � STAGGERED T&B � 6x10 n o GLB 63/4x9 � 6x10 - LL z
<br /> / 2x8 @ � � �, `�
<br /> I TYP � I I I I � Q =
<br /> ys'S 16"OC r � o ,�o' ��0�cPQ �� P N ^ Q
<br /> � S�,S,r/ °X° � �C,� ���o����1. �� .O I..L� > �
<br /> N 2 6x 10 u � � n6 x 10 �u �'�e �1� e I I � � >
<br /> � C n ] yss � � � 6/S300 (E) 2x10 (CANT) �� �
<br /> yss S 5/S400 SXS�.� 7/16" APA-RATED PLYWOOD SHEATHING FACE � � @ 16"OC (E) 2x10 @ 16"OC /1� �
<br /> �'S�./ � 2 � � GRAIN PERPENDICULAR TO ROOF FRAM�NG, NAIL � � � II � � �
<br /> � W/ 8d @ 6"OC EDGES, 8d @ 10"OC FIELD Q �� W
<br /> 6x10 (UNBLOCKED), TYP @ LOW ROOF (SHADED) � � �� SS P I) Q � �
<br /> C.2 — — — — — ti Hss � `� � I I � w
<br /> `° 2x8 @ 16"OC SS 5+�, SXsx j � 5�'�� I� �� � p� �
<br /> �, I �-� ( � .X� � 6x 10 �I �
<br /> 2 =
<br /> _ n . � .
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<br /> C — — �- — —r— — � — --�- — — � — — —�— �P�P — � : P — — �'`j ._ �
<br /> �
<br /> 2x4 @ 24„�� � �G��Q��� � o , Sw-6 �� � Q
<br /> v �`P a 2x8 @ 16"OC I � S �����ti �� �. � m
<br /> I I I � , , `� 6X i 0 � � �S I I � � O
<br /> B.8 — — — ii � � v
<br /> I � � I � � �',��, (E) 2x 10 (CANT) �� �('
<br /> o� (TYP) @ 16"OC �� (E) 2x 10 @ 16"OC p' `t �) N
<br /> �. � � — �( O N
<br /> +� N
<br /> � ; II , `
<br /> 1 1 .3 1 .8 2 .2 .7 3 3.3 3.8 4 � ��B 63/4x9 �� 6X,o � V
<br /> 2x8 SISTER @ (E) JOIST (TYP) � � N
<br /> ��,0� Gp�Q : M
<br /> SECOND FLOOR FRAMING PLAN NOTES ��'�Q�'�� � � �
<br /> �� �
<br /> 1. REFERENCE S101 FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA AND SPECIAL INSPECTIONS. ��° (E) 2x10 (CANT) (E) 2x10 = 4�S4-00
<br /> (E) 2x10
<br /> 2. DIMENSIONS: VERIFY ALL DIMENSIONS AND ELEVATIONS NOT SHOWN WITH THE ARCHITECTURAL DRAWINGS. @ 16"OC @ 16"OC @ 16"OC - � �B A• DjB�
<br /> 3. PROVIDE SIMPSON LUS SERIES HANGERS AT ALL FLUSH FRAMED JOIST CONDITIONS. B. — — — � 4� �g ��SB �C,�
<br /> 4. ISOLATED POSTS SHALL HAVE POSITIVE CONNECT�ON AT THE TOP CONSISTING OF A SIMPSON PCXZ POST q � �� r
<br /> CAP (EPCXZ AT ENDS), TYP UNO. �� �) A R� ���
<br /> 5. ISOLATED POSTS SHALL HAVE POSITIVE CONNECTIONS AT THE BASE CONSISTING OF SIMPSON ABU, TYP UNO. m II
<br /> � :
<br /> � ��
<br /> � O-- � : --------.-_:::--�::::::..............�......_...�:�:::::.--.�:::::------------..�.. .......�.�::::::--.�:-:_:--------......_�... ._.....�:::::::�::.::_::---...--------------------_ - � � ��'���
<br /> � � sw-s „ �I`oN�1, �
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<br /> ��� P � ii 10/5/18 .
<br /> .8 — — — � ii
<br /> �2�2�.� (E) 2X�o (caNT) (E) zX�o (E) 2X�o
<br /> C (TYP) @ 16"OC @ 16"OC @ 16"OC �
<br /> p z �''jl�'� DRAWN
<br /> X � �
<br /> � �
<br /> � GLB 63/ x9 � , SAT/MRL
<br /> X 4 u u 6x10
<br /> d- � CHECKED
<br /> +p� I
<br /> ��� �,1�' �� PQ II N JAC/MPM
<br /> �
<br /> .`i' � ��� QG��G I I DATE
<br /> � E 2x10 CANT �� '
<br /> z
<br /> Q os.oa.2o,s
<br /> @ 16"OC ( ) i i (E) 2x 10 @ 16"OC J
<br /> I� � SCALE
<br /> �� �� � � ��" �.:�i���A s:o � rn
<br /> '-r"'��" °`6'�`" V AS NOTED
<br /> ��
<br /> I ��1� I I g z JOB NO.
<br /> � `
<br /> SW .............•---.......---------...II.._......_..----------��---�-----�--��---------•-��----�-••---..._......---.._ �`�.1�'� Q '17-637
<br /> FLR FRMG � H `-- — — — — O LL
<br /> �HD/STRAP �-� I sw-s I O
<br /> � O
<br /> (PROJECT) NOTE: CONTRACTOR TO VERIFY ALL EXISTING �
<br /> SECOND FLOOR FRAMING PLAN � � CONDITIONS AND ARCHITECTURAL DRAWINGS
<br /> PRIOR TO FABRICATION & CONSTRUCTION. 0
<br /> SCALE: 3�jg" = 1,-0" N NOTIFY DEIF RTHER DIRE RE�PNNCIES FOR '� . O
<br /> BUILDING ELEVATION KEY t�,.7 5 6 v, _�`- - ; , ;�; _��` V �2
<br /> �`, _ .. �. w�i � 0
<br /> '; y � �-
<br /> .. ���;,
<br /> �;i"��` ��" �:Ea'�f�ETT
<br /> ��rmi� ��r�ir�� . .
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