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<br /> 0
<br /> ©TYP.® 2X10 _EDGER �, 1P-OUT OVE
<br /> 6x6 POS1 & HO ABOVE
<br /> (3) 2x10 HDR _Li__ _U U 5 bc16_IBSL 9011 Aru _u _u u
<br /> D4 Ddc��6X6 of 3`
<br /> 6X6--'''' .. �-
<br /> u2 I
<br /> 4 1_6V 5 6X6 /ABOVE I zo
<br /> �; 6 e ,,,, i,, ,
<br /> SEE ROOF 6 TRUSSES AT '. o j,' S9.0 ,' :
<br /> O FPMG. PLAN S9.0
<br /> TYP. 24" O.C., TYP. " > ei . ;
<br /> x ¢ ¢ - AT STEP
<br /> '` GT ABOVE - SEE
<br /> GT ABOVE N FOR W,iICH w I,
<br /> SEE ROOF N c� A>PLIES OST STEPCO o �" ` ROOF FRAMING
<br /> FRMG. PLAN o I o '• PLAN FOR WHICH °
<br /> FOR WHICH 0 ' o�,x N N APPLIES
<br /> APPLI S •• 1 - GT •
<br /> ,_ €
<br /> ® - 19 1 ABOVE c� 'AI
<br /> MIDDLE FLOOR FRAMING .,,,,,-,25 Central Way, Suite 210
<br /> UNIT E3B & E3D MIDDLE LEVEL PLAN UNIT E3B LOWER FLOOR SHEAR ` urian ash.-19ton 48f13:
<br /> i 4#-fit ktt :
<br /> 1/4"=1'-0" AT REAR POPOUT 1/4"=1'-0AT REAR POPOUT 3 ,g ,5 ��
<br /> SEE BLDG. PLAN WHERE OCCURS ® SEE BLDG. PLAN WHERE OCCURS ,'°`'" ��t' " `'�"'��''''
<br /> • ... i�Y�`"v�:4::J:JJv',5:$�'Su"a:':�.ian.-. 'Gi'4h »::G3c:�..,.o''`..
<br /> 20
<br /> TJSB 18x7 D4 TJSB 12x7
<br /> 6x6 PORTAL PORTAL 5052
<br /> _ REGISTERED
<br /> i& if r'1-Y-7� _rT-ri ri rte- -r-, ARCHITECT
<br /> 4 T • 6x12 =B
<br /> S9.0 20C ,
<br /> 12 I
<br /> ROBERT E. WEIBLE
<br /> S9.4 I D4 GT ABOVE - SEE ROCF FRAMING PLAN I STATE OF WASHINGTON
<br /> T / 2X10 _EDGER ., FCR WHICH APPLIES
<br /> I'1 I
<br /> (3) 2x 0 HSR - �-6X6
<br /> TRUSSES AT -.
<br /> 6X6 I11111 ,
<br /> , i _ _ - 24" O.C., TYP.
<br /> _ L1 a L.I .9 16_IBSL toR L1L_u u
<br /> 0 6X5 6X6 T ABOVE ,,,:,),,.: -
<br /> _I =E ROOF 6
<br /> o I
<br /> ,11
<br /> PMG. PLAN S9.0 TYP. ,
<br /> o w ,
<br /> GT ABOVE N (TOR WHICH TRUSSES AT I z 6 2x STRUC. o a,
<br /> SEE ROOF N 6 A'PLIES T STEP S9.0 w -
<br /> FRMG. PLAN o 24" O.C., TYP. �> FASCIA -
<br /> FOR WHICH I AT STEP x a
<br /> APPLIES P6 j o i
<br /> N GT ABOVE - SEEM �'
<br /> TYP. =� o OI w (U ROOF FRAMING ® ��-1 . o '• PLAN FOR WHICH I �;
<br /> cv GT ABOVE o APPLIES ® El I
<br /> cL , GT _
<br /> 9
<br /> TYP. S9.2 ! FRMG.OPLAN A:OVE cv c; 1- "i cn
<br /> O FOR WHICH ?;' I m Q 1! IIII _
<br /> cy APPLIES I. o z s
<br /> _ 11 1 CMST12 a
<br /> DOUBLE CMST12 c" GT ABOVE 2x6 LEDGER HnABO EN I cv I` STRAP ���� _
<br /> STRAPS i CT ABOVE A :4,,,( 4 ABO'E I
<br /> 0 a
<br /> AT LANDING i w
<br /> TYP. EA. EN 1 A Z
<br /> CONTINUOUS CS1: W BLOCKING "
<br /> 2x6 LEDGER TYP. '' " ---F- ® ' 6x6 CDNT. 19 PSL 7x18 GT ABOVE
<br /> 10 4X6 `.,�, YP. b DROP BEAM -9.25) 0 ,,,,
<br /> 59.2 Q . 1 CMST12 STRAP n n n n '� n r 05 N
<br /> =e____
<br /> 1 GLB 3Ye x15" DROP BEAM 9 Co
<br /> LANDING F.F. AT +8'-81/a"o : __ _-_ -' -_-__ •� 15 I S9.01 HIPPED GARAGE o
<br /> ABOVE MIDDLE FIN. FLR. X .1 S9.2 (2)2x10 FB v o
<br /> �j- l UNIT E3 ROOF FRAMING
<br /> N 7 i / S AIR FRMG. ! 6 9
<br /> 2x6 AT 16" O.C. / S9.2 S9.0 - '
<br /> I I LANDING F.F. AT +7'-0" I\ /I m 1/4"=1'-0" a z ©
<br /> (2) 2X10 '' 1 ABOVE LOWER F.F. I \ I
<br /> LEDGER �fii (,))2x6 FB 2x6 AT 16" O.C. I X I o
<br /> \ / 9.0 0 ,'''
<br /> AT LANDING _ o(, , Liii
<br /> I// TAIR FRMG.
<br /> \ r" LSL 13x14 LEDGER ' _ -,�1 (2)2x1 II FB 3 Q
<br /> \ / < 0 b ' g, / OM CI -i.i
<br /> \ / i "\ST,IR/' IO
<br /> �, ,, I j Z °' co
<br /> 4 • - ,,, , Cil) ,
<br /> ST IR IOa .--10
<br /> RAISED FF1170. i COI 7 a
<br /> PLATE Y% % \\ L _ c / \ U J
<br /> \\ / \ ? P6 Q 4x4 W/ ECC44�► r o ❑ M m
<br /> \ ' / \ (2),2x10 FB (2) 2x10 :- ��r-� I - a
<br /> LANDING/POWDER / \ O �� \ -- .�,. . _ 1 I 7<.' W o
<br /> ,,k,
<br /> 5 I �}- 4. Wit: a N
<br /> ABV. MIDDLE F.F. GL 5�/s x 12 HDR 5
<br /> N
<br /> z. . 1 ° 16x6 , T C13ie
<br /> o•T'-`.-:•:-:-:•:-:::::::•:-:::::::.
<br /> : RAISED FLOOR ', • • CC66 I W
<br /> cv=T ''': ':'.:'.', (DOT FILL) o r ••-ALIGN L NDEP •• 2x STRUC. m� L. M
<br /> RAISED FLOOR N • f- SEE BELOW X :::':::1'.a:.'.:. °.°. EDGE OF x.
<br /> FASCIA wI L . L ��♦ I
<br /> c�
<br /> (DOT FILL) r'"'` • cv WINDOW ABOVE <' a, UNICJ
<br /> SEE BELOW f^�',,,, o N :. .•. .•.�; 12 �I 11 X o m
<br /> GT ABOVE .: -*I i•.42 V 0,�. .�.•. 'r''
<br /> S9.2 II ® •� Z 3 Q
<br /> ...:. .......
<br /> SEE ROOF ,:.:::::::.:E.:.:.:.:.:(
<br /> .,� .- jar ..� � � F-- � cn < < a
<br /> I/
<br /> FRMG. PLAN 0'.:.:.:•:°:•:•:•:°:•:.:•::°:.:,...7-7`.° .t �� •• TRUSSES AT I/ I-
<br /> FOR WHICH4 o GT ABOVE POST UPOH;." `__, 24" O.C., TYP., ... w ,: I 6x10_ FB -� Z
<br /> APPLIES " GT ABOVEI Via:::.`:.:.°..°....
<br /> CIO
<br /> FRMG ROOF
<br /> GT ABOVE ` W
<br /> " FOR WHICH ........ ; BA48 HANGER
<br /> Y
<br /> ::.`.°:.. �: 6<6 POST UP I. :. w (SEE ROOF - - I CC
<br /> f; APPLIES � �` � FRMG. PLAN ! ►, - -'!'--' G
<br /> 6X6 ,`,r° ,/ POST :i.a 6X6 6x6 W ECCQ GL 5�/a x 10%z FB Q o
<br /> ABOVE .�i ti. FOR WHICH / N
<br /> © (2) 2X1 o HDR II _ °V' 3.•: I ' Z 2x10 HDR xi APPLIES, TYP. 5-6 }.� r
<br /> T HDU14 '`"'_ .!•.....,!�!•i!!. 2 Rt ' ��----- ,„tz.`�-,.-„. 0s4:%.',' OTHER SIDE & •� o u
<br /> ® L -�---- -------F I 13 REAR END OF �'
<br /> __I UNIT) MGU5.25/SDS 4x4 W/ ECCQS-4
<br /> (3) 2x10 HDR 59.2 wl
<br /> S9.2 0� -I 12
<br /> 2x STRUC. FASCIA-- I -� RUSSES 24" O.C. xl
<br /> S9.2
<br /> 6x6 W/ECCQ o �I I FACE-NAIL ♦-+
<br /> UPPER FLOOR FRAMING 5-6 �',�`' ---- RAFTER TO
<br /> 2x ROOF FRAMING I� r' 6x10 FB
<br /> AT 24" O.C. � J POP-OUT SIDE OF HIPPED PORCH w
<br /> UNIT E3A & E3C MIDDLE FLOOR SHEAR BA610 HANGER
<br /> 1 4'°-1'_0" 6x6 W/ P- UNIT E3C & E3D ROOF FRAMING
<br /> / - 12
<br /> (2)2x10 FB I��� j S1.3 1/4"=1'-0" SEE ELEV. IF/WHERE APPLIES O
<br /> TOP AT+11'-0" (3)2x + �A" PLYWD I MIDDLE FLOOR FRAMING a
<br /> UNDER (2)2x1D �____ UNIT E3A LOWER FLOOR SHEAR >
<br /> PLATE +9'-0" - __- 1/4"=1'-0" _ E
<br /> RAISED PLATE n- r, 7-77:3
<br /> +10'-2�a"� ,• I (2)2x10 FB V
<br /> FLOOR FRAMING NOTES -4---- ---- TOP AT +10'-1" I Ico cu
<br /> _� 14.75" J = �
<br /> � STEP N
<br /> O'; __ � (3)2x + 11/a" PLYWD. a E N
<br /> TOP OF JSTS �, I
<br /> ',(_;-.:i-,73... I UNDER (2)2x10 0 3
<br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DIRECTION AT+11'-0" -, ' 2x10 AT 16"OC I -, n I S
<br /> �; �I i
<br /> EDGE OF 2x10 , -FB FLUSH BEAM 14" LEDGER: SUBFLOOR I 1
<br /> 14.75"
<br /> �� TJI RIM-JOIST BENEATH 41 , STEP
<br /> EDGE OF 2x10 ■ , II (1.1)
<br /> 0
<br /> UBFLOOR �, ,I TOP AT +11-0" 4\ - )- 14" -JI RIM JOIST SHEAR WALL NOTESIlio > Z
<br /> L.HDR HEADER EXTENT OF FRAMING BENEATH \
<br /> 1 1--UPPER FLOOR WALLS I' W =
<br /> GT GIRDER TRUSS 13 1 'I TOP OF JSTS tl :. :.,
<br /> 111 I AT+10'-1' ■
<br /> S9.2 14" T11 H MID E FLOOR WALLS SHEAR WALL TYPE + 0
<br /> '� 14.75" ■.
<br /> GLB CLU-LAMINATED BEAM (SEE SHEET S1.0 (SEC. 06185) ' II t STEP 13 A-16" OC , I I CD
<br /> FOR CAMBER INFO.) I
<br /> - I`� S9 2 I I _
<br /> 0 SEE S1.2 FOR NAILING SHEAR WALL WITH FORCE
<br /> FLOOR JOISTS ARE TYPICALLY RAISED PLATE , 'I0 TRANSFER AROUND WINDOW
<br /> 2x10 AT 16" O.C. +1O'-23/a" I PLATE +8'-1" +' , I1. 14.75"1 / = O
<br /> STEP SEE 8 S1.3
<br /> ® (2) 2x STUDS UNO BY O, WHERE X=NUMBER OF STUDS U.N.O N� ., \\ PLATE AT 14" LEDGER: I ` I CO a
<br /> .� , -- J 1 HDXX HOEDOWN TYPE - SEE S1.3 FOR SCHEDULE
<br /> 8 I +9'-0" TJI RIM-JOIST __ I �� a)
<br /> HANGERS INDICATED ARE SIMPSON STRONG-TIE S9.2 TOP AT +10'-1" , , n 1 C� THE WOOD SHEATHING DIAPHRAGM SHALL BE APPLIED t
<br /> FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET S1.0. T RAISED PLATE I / TO SAME SIDE OF STUD WALL AS SHEAR WALL TAG
<br /> +10'-24'4" S9.2 PLATE +8'-1" 12 AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS.
<br /> ALL BEAMS AND HEADERS SHALL BE SUPPORTED ON DOUBLE S9.2
<br /> VENT DUCTING SOME SHEAR WALLS REQUIRE 3x PLATES AT THE c,
<br /> STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS Job No.: 13-47
<br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS FOUNDATION OR AT ABUTTING PANELS. SEE M
<br /> SHEARWALL TABLE SHEET S1.2.
<br /> UNDER BEAMS LESS THAN 6' WIDE. FACE NAIL BUNDLED STUDS RAISED UPPER FLOOR RAISED MIDDLE FLOOR - Sheet No.:
<br /> TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. UNIT E3A, E3B, E3C & E3D FRAMING PLAN UNIT E3A, E3B, E3C & E3D FRAMING PLAN SEE SHEET S1.2 FOR TYPICAL SHEARWALL DETAILS
<br /> SEE SHEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMING DETAILS. 1/4"=1'-0" TECH ROOM 1/4"=1'-0" POWDER ROOM AND STAIR LANDING
<br /> U 8
<br /> Sheet Order: A B U F R E S D 17
<br />
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