|
;��=.
<br /> ._�
<br /> 1/S4.2 ,
<br /> - - - - - - - - - - - - - - - - - -
<br /> (E) 8x8 POST W/ I �
<br /> (E) 8x8 POST W/
<br /> EPC8Z TOP ► EPC8Z TOP STRUCTURAL
<br /> ENGINEERING
<br /> I (N) P.T. 8x8 DROPPED I �°� .�����- .
<br /> I I
<br /> „ ' I ( 2124 Third Avenue-Suite 100-Seattle,WA 98121
<br /> P.T. 2x8 � 16 oc nP. I i p: 206.443.6212 ssfengineers.com
<br /> I I 934 Broadway- Tacoma, WA 98402
<br /> � � p: 253.284.9470 ssfengineers.com
<br /> I I �
<br /> P.T. 2x8 LEDGER W/ (2)
<br /> ..................................._......................
<br /> I � RQWS SDS�/4x3�/2" SCREWS
<br /> � ___ � � 12"oc (stagger rows 6") ��
<br /> LUS, TYP.
<br /> �
<br /> .•---'�'�.
<br /> �. �
<br /> I �(E) �——(E�—— � �E) � �
<br /> ����
<br /> �1 X �J � �; � �,�,�`�
<br /> � N V ��.. " ad
<br /> O
<br /> N � ,�
<br /> o °O � Q�S� �O 31728_$' .;<:.,.
<br /> � � � ��
<br /> �J �, �'� �, p�+F, �s,�ON
<br /> �
<br /> SKEWED HHUS410 ---� �E) �---- o�/�s/2o�s
<br /> __J L____
<br /> TO W10 INFILL �
<br /> D�SIGN:
<br /> 0 0
<br /> GF)
<br /> HANG (E) DBL. JOISTS ^ s `
<br /> N `D � DRAWN:
<br /> �E� TO SKEWED RIM W/ \ � � NHD
<br /> (N) 4x10 HDR. SKEWED HU HANGER � N N � cxEcxED: GFJ
<br /> 4x4 POST, CONN. TO HSS 4x12 FLUSH RIM, � v aPPxovED:
<br /> W/ 5/s"� TNRU BOLTS (� LET RIM REST ON ABB
<br /> °° END OF DROPPED N
<br /> 12 oc VERT. SPACED � ; � �
<br /> ^ �E� (countersink nut & washer) STEEL BEAM � '
<br /> M
<br /> � DASHED LINE INDICATES POST ABOVE � EXTEND FLOOR BY ADDING �
<br /> EDGE OF CANTILEVERED ' 3 3 > > » xEvisioNs:
<br /> �� FRAMING HSS 3x3x�/4 COL. '� — — — — _-� � ' (N) LVL 1 /4x11 /4 x17—0
<br /> - - � r----- -----� ` �
<br /> ���• � ---- -----, � C� 1 6 oc T O (E) 2x 1 2, S I S T E R
<br /> . _____'_"____ _ __'__'J L_
<br /> �� L�] [,LJ 7/S4.2 v , y � ,---- I � W/ (2) ROWS 16d � 12"oc
<br /> ,�+\°c � JW16x50 DROPPED ,-;;;;^ ' ; � upgrade (e) wall WHERE THEY MEET ,
<br /> � �� ^,� ; '•;'�7�/S4.2 � 8/S4.2 , y� ; ; �� I to W2
<br /> � �5`� ��� ��;��. -�', 7/S4.2; ; Qo � .-,
<br /> GO� ���� ��� OPP. ; ; ��� , v LVL 13/4x11�/4 LEDGER,
<br /> REFER GENERAL STRUCTURAL `� �� --r� � �', r`, �--�� � � � � CONN. TO (E) WALL
<br /> 1J L � I 1
<br /> \ _� � ��x �
<br /> NOTES, SHEET S1.1, FOR �'� �—n � � � — — � �
<br /> „ , , ; ; w � , . �. ; � ���
<br /> CONSTRUCTION OF (N) � � � � ,a � ___ _ __�_ _ __ _ �� _
<br /> � � � � - -eei-------c�d- r - � ,
<br /> WALLS�INFILL, TYP. . , ; ; ; ,� , ---- .r-------�- ---- --�- -----Q4----
<br /> � � � cn cn
<br /> � � �
<br /> I � � � � \ � � � Q� �
<br /> i' ' ' c�l a� p ��1'
<br /> ' � � � ,
<br /> FIELD VERIFY EXACT LOC'N. 'O�s'� �!Lj E STAIRWELL E '� DPD:
<br /> . � � ,
<br /> ; � wO w . ; � Partial Low Roof Framin� & Upper Floor Framin� Plan
<br /> �� � , � � .� , .
<br /> OF (N) POST PER ARCH. s� ' ' '
<br /> � f ' ; ; ; �
<br /> � ��. � � , ' "�
<br /> � , , , , „ , »
<br /> � �, �i ti� , , � Scale: �/4 = 1 —0
<br /> ^ i i i � f�
<br /> (N) GL 3�/2x10�/2 HDR. ��'sr�,'Oos,� � � � �
<br /> , ,
<br /> � ' Plan Notes Legend
<br /> „ „
<br /> �'' � � '�'� CEILING FRAMING
<br /> � , .
<br /> I �'o,� °�,•.� , , r ,.
<br /> (E) WALL/SHEARWALL CEILING FRAMING ��' r� �1 -�" PER ARCH. 1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL ,- - -----, �-, E STRUCTURAL WALL OR POST ABOVE
<br /> � � � ,
<br /> � ` ------- -
<br /> TO BE REMOVED ^ PER ARCH. DIMENSIONS. ( �
<br /> 11/S4.2 � � � 4x8 BEAM BELOW 2. FLOOR SHEATHING SHALL BE 3/4" A.P.A. RATED PANELS (EXPOSURE 1, SPAN `---------'`-j (N) STRUCTURAL WALL OR POST ABOVE
<br /> �—CS16 x3—0 HDR. WALL ABOVE W/ HUC RATING 48/24), FACE GRAIN PERPENDICULAR TO FLOOR FRAMING PER PLAN. 0 EXISTING WALL
<br /> � TO TOP PLATE TO (E) FRAMING NAIL AT ALL FRAMED PANEL EDGES WITH 8D AT 6" O.C. AND TO ALL
<br /> INTERMEDIATE FRAMING AT 12" O.C.
<br /> Qo`�� '� � 3 �O�' � NEW STRUCTURAL WALL BELOW
<br /> ��`� � � � ��t, �°� ._�� �� �� 3. NEW FLOOR JOISTS SHALL BE LVL 1-3�4X11-1�4 AT 16» O.C. SISTERED TO NEW NON—STRUCTURAL WALL BELOW �
<br /> � o -�
<br /> ` �1 EXISTING FLOOR JOISTS WITH (2) ROWS OF 16D AT 12" O.C. rROJECT TITLF:
<br /> 12/S4.2 0 "
<br /> � (E) ROOF � 4. NEW HEADERS SHALL BE 4X8 DF N0.2 MINIMUM. PROVIDE (2) TRIMMER STUDS NON—STRUCTURAL WALL BELOW Wa Iden Pond
<br /> � TRUSSES ' (MINIMUM) AT EACH END OF ALL HEADERS UNLESS NOTED OTHERWISE ON PLANS. Wx (E) WALL UPGRADED TO (N) SHEARWALL
<br /> SEE DETAIL 6/S4.1 FOR TYPICAL INSTALLATION. 9900 12th Avenue West
<br /> p5� . PER PLAN. REFER SHEARWALL SCHEDULE,
<br /> �+e�Q � µ� 4_ ., ,..� -a µ� 5. PROVIDE (2) BEARING STUDS (MINIMUM) AT EACH END OF ALL NEW BEAMS DETAIL 12/S4.1 Everett, WA 98204
<br /> � ' UNLESS NOTED OTHERWISE ON PLANS.
<br /> � v. � „ .
<br /> ,..�-�
<br /> � �� � �� � � � � � � 6. W # INDICATES NEW SHEAR WALL UPGRADES. SEE SHEARWALL SCHEDULE FOR �� SPAN DIRECTION
<br /> �
<br /> ' CONSTRUCTION REQUIREMENTS. ; e—� EXTENT OF JOISTS �
<br /> w � 7. ALL NEW POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND ARCHITECT:
<br /> � � ,
<br /> � -v SHALL HAVE CONTINUOUS FULL BEARING THROUGH FLOORS TO THE FOUNDATION. EXISTING HEADER/BEAM Innovative Design Works
<br /> -� r; x� :
<br /> �
<br /> � °��� ° g ` 8. AL STRUCTURAL NOTES, SHEET S1.1, FOR ADDITIONAL O HEADE / EAM PER PLAN est, Suite 202
<br /> ....
<br /> REFER TO GENER 19101 36th Ave W
<br /> � L nnwood, WA 98036
<br /> QoS� � � y � � � REQUIREMENTS. N R B y
<br /> ��°c v � C HANGER PH 425.361.1901
<br /> ^ °' � .
<br /> � �
<br /> 12�S4.2 =� � � � �
<br /> a
<br /> � ISSUE:
<br /> �a
<br /> � ��
<br /> �� � � � � � � ��_� � � � � P E RM IT ��
<br /> Q� .
<br /> ��
<br /> � � _ .
<br /> .�_... x ��� � �_ u� . ��.� ,�._ �.
<br /> . .
<br /> � � '` SHEET TITLE:
<br /> �
<br /> � � � � �� � Upper Floor
<br /> Framing Plan
<br /> —
<br /> SCALE:
<br /> 1/4" = 1'-0" U.N.O.
<br /> CE) DATE:
<br /> January 18, 2019
<br /> PROJECT N0:
<br /> i (E) (E)
<br /> �I� 12074-2018-01 �
<br /> SHEET NO:
<br /> •
<br />
|