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50'-0' FLOOR FRAMING NOTES:
<br /> 'ys„ \S/ �� 9 4, \a/ ���
<br /> c J 53 /cc �U�O I. ALL EXTERIOR HEADERS SHALL BE 6X10 DF+'2 UNLESS NOTED OTHERWISE ON PLAN.
<br /> /
<br /> 13'-6' 19'-10' s6��,r �`g�Gaa 16' S' �� 6@ � ALL INTERIOR HEADERS SHALL BE 4X10 DF"Z UNLESS NOTED OTHERWISE.
<br /> W
<br /> \17.8
<br /> a �s>� //�I///A/z //////// \ \ 2. ALL EXTERIOR WALL STUDS SHALL BE 2X6 HEM-FIR "2 SPACED AT 16' O.C. UNLESSs� f .�'� O NOTED OTHERWISE ON PLAN. ALL INTERIOR WALL STUDS SHALL BE 2X4 HEM FIR 02
<br /> �� I i I I _ / / S LVL 31/2 X 91/4 __.. SPACED AT 16' O.C. UNLESS NOTED OTHERWISE. Z
<br /> �8� I I I I v iN
<br /> N � If--4--� --+--a---f---I---I---Ii_. IIII
<br /> ��// I I 6X12 FLUSH I I --- - - - 7---- / ! 3. FOR TYPICAL WALL FRAMING OR SHEAR WALL FRAMING SEE ELEVATION ON SHEET SI. '�'
<br /> ...........
<br /> 0(sisH 1
<br /> (2)2X12 SHEAR
<br /> "V/// /A J L - ,�� X WALL BOUNDARIES 4. PROVIDE SOLID BLOCKING BELOW BEARING WALL OR SHEAR WALL PERPENDICULAR N
<br /> z 2X6 9 12' O.C. rr��
<br /> BALLOON FRAME TYP. D I III I I I I I I I II I TYP TO JOISTS. NAIL SOLE WALL SOLE PLATE TO BLOCKING PER SHEAR WALL SCHEDULE vJ
<br /> EGGQ66-SDS I OR NOTE S. OR SHEAR WALL SCHEDULE NOTES. W 0 Co
<br /> 0 BALLOON FRAME 2X12 616' O.C. ///7 Vl
<br /> OTYP. 4 PLC ^mss ` 0 5. PROVIDE DOUBLE JOISTS OR SEAM (PER PLAN) BELOW SHEAR WALL PARALLEL TO
<br /> - / C TO JOISTS. NAIL WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCHEDULE r�
<br /> } .y I III I I I I I I I II I I OR NOTE 10. OF SHEAR WALL SCHEDULE NOTES. VJ
<br /> CCQ66-SDS I ����+ 4X12 ��� +j_....... 4X12...... I1 ..,�� �+4X12--- . '�l +� 9 a //
<br /> LVL �r XI1/4 FLUSH - I ��� \ yy Ell
<br /> O L�L 1 II/ LUSH /' `4j1�+ 6. PROVIDE JOIST BRIDGING PER JOIST MFR'S RECOMMENDATIONS. T
<br /> I •
<br /> ;_..' '_'',.,'-:':':'-'':i':-'''.''--'
<br /> • ,,„,r- -
<br /> `bj�1- I L J I `� / 1. PROVIDE SOLID 2X OR LVL RIM JOIST AT EXTERIOR WALL PER DETAIL AND PLAN.
<br /> �1 • L_7 C_ ti� EGGQ66-SDS /
<br /> ` I I _ _ _ _ _ j NAIL WALL SOLE PLATE TO RIM WITH PER SHEAR WALL SCHEDULE OR NOTE 10. OF
<br /> 0 - FACE OF WALL i FACE OF WALL SHEAR WALL SCHEDULE NOTES. 0
<br /> _ _ AND BEAM_ _AND BEAM_ U n W
<br /> -' CSI6 X 50 FT CONT. STRAP / 8. FOR JOIST CONNECTION TO FLUSH OR UPSET SEAM ON ONE OR TWO SIDES, SEE DETAIL `J
<br /> I _ - 1 NAIL TO SIDE OF FLUSH BE• S _ _ _ _ _ A 1/SI
<br /> II'
<br /> U
<br /> AND 3X6 BLOCKING IN % 0 (� `�+
<br /> o BALLOON FRAME WA • 9. FOR SOLID POST OR BUILT UP 2X POST BEARING ON EXTERIOR OR INTERIOR WALL,
<br /> -
<br /> / I \ SEE DETAIL 3/SI.
<br /> ,o a • a -il
<br /> • % 83 N
<br /> X I <�
<br /> - - j
<br /> 10. NAIL JOISTS TO BEARING WALL TOP PLATES OR TOP OF BEAM WITH (2) 10d TOE NAIL
<br /> to _ _ - _
<br /> I EACH SIDE.
<br /> 22 - 111 - - - - - I II ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN
<br /> - - _ _ I APPROVED PRESERVATIVE. ANY FIELD CUTS,NOTCHES, OR DRILLED HOLES SHALL
<br /> o BE RE-TREATED WITH AWPAM4
<br /> 19
<br /> 1 _ I
<br /> .9
<br /> - r(nn
<br /> - ,� •,.
<br /> X @ 1 i 12. ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED WOOD OR FIRE-RETARDANT V
<br /> to - "' WOOD SHALL BE '2MAX'(GI85 HDG PER ASTM A653).
<br /> - - CSI6 X 32'-3' NAIL TOP OF FLUSH B AM 21 - - - - - `•
<br /> AND BLOCKING OVER WALL
<br /> •
<br /> - - - - -
<br /> •
<br /> II�I HGUS550/10 •
<br /> C7
<br /> - - _ I1 + 20 - - - - I �'
<br /> (2) 2X12 ill LVL •
<br /> 51/4X111/4 FLUSH y EGGQ66-SDS
<br /> J { j jrr-
<br /> - - - - - - - I (2) 2X12 BLOCKING
<br /> S3 I . <n
<br /> I I I j OVER WALL W
<br /> til I I I I I I I I I I1^I
<br /> R (2)2X12 1 H C ..4_`Z
<br /> 4X10 �I II - - X10 - _.
<br /> I - _=f
<br /> COORDINATION O�COW81�ICtION, PNGLt�MCa
<br /> �,1
<br /> €I I / VERIFICATION OF DIMENSIONS 4 FIELD CONDITIONS Z
<br /> 1 I I �+ � LVL 31/2X111/4 FLUSH II I I I 1 L
<br /> L - - -=rt I L - 0 18 11-----
<br /> _--._ I I I I I III I LVL 51/4 111/4 FLUSH I I IS THE RESPoNeII3ILITY OF THE CONTRACTOR r 0 Q
<br /> - G am' « ANY DISCREPANCIES SHALL BE TO NE
<br /> I- d -I I II--- - ilii r i��► i oiai AVM i ��
<br /> C5I6 X 50'-0' NAIL TOP OF FLUSH BEAM, I - 11 II
<br /> __ _ ,sctP`' I I - �, / ATTENTION OF THE DESIGN TEAM PRIOR TO CONSTRUCTION. C
<br /> I I 1
<br /> (2) 2X12 JOISTS AND BLOCKING OVER WALL - - + _
<br /> k111--
<br /> to
<br /> I I ._ .._ I
<br /> �'�to � CSI6 32'-3' NAIL TOP • FLUSH(SEAM __ I I .�� - I- _ -I-1 I I I I ��� I / 0 `
<br /> _ - / BLOCK ALL UNSUPPORTED
<br /> - N - 1 AND BL. KING O - - WALL H ' I _ - II I _I _ PANEL EDGES THIS AREA.
<br /> I w ? 11 , 1 _ 4X10 j L _ NAIL WITH Sd 6' O.C. EDGES 0
<br /> _ - - _____I�_______ I=--,Z _ -1->-7 AND Sd 9 6' O.C.FIELD . ,:__.__
<br /> CS - X 39'-3' TPA L TOP OF FL€.S_N BEAM I I I I I I I I I I /I /
<br /> (2 12 JOISTS A oCKING Ow�=R WALL
<br /> - - - - I �4 __ ___ //
<br /> `
<br /> II ij
<br /> IIIt.-.._._.-.__ TNI-._.__. I 1 I �� \ .. v
<br /> 2XI2 9 16 O.C. -� 0i 14XI2 II I I I I I I I I I I I .E
<br /> - LVL 3/2X11/4 FLUSH 111 ____._.._._ _._._._ .__.. \ t\ �t ` ,
<br /> ;':
<br /> -H
<br /> 091
<br /> 2 I I I I I I II4 I I L`'�I III I I I 2X1\... 6 O.G. j l l Y rv~• „.1:11--.1:2141j61414."11611:,,,4:
<br /> o Y
<br /> 2X10 6l I I I I I/ I { I I I k I I
<br /> 53 i i I •6l `r l�+ l�+ / \ IIL S3 .- N
<br /> , 4X1 --- 4XI0 I 4XI2 �� 4XI2 �� - \� I�
<br /> _i- - E3 �_ 2X10 _ ! - - Ems-- - -- �I / \ I A ,-- . .4g El
<br /> T - I I I I I II I I II •
<br /> I I I / \
<br /> %J ///////////// ix 2X10 a I I I I I I HNGU5'�2 SD - I I I EGGQ66-SDS
<br /> I /
<br /> 1-1;''-1
<br /> EGGQ66-SDS I / / \
<br /> <� � - X
<br /> _: �- I__, PIi I►,� ►,� 51/2X21 GL UPS T
<br /> (2) 2X12 SHEAR - - - - - -
<br /> S
<br /> WALL BOUNDARIES 6 '� / (2) 2XI2 BELOW SHEAR WALL
<br /> ... 0 :Q) ::i33-::11
<br /> TYP MSTC66B3 2X10 D` (04) 00 = T. = I�/f///////f/�lf>//ii5<-- -
<br /> 83 13'-6' 1'-0' S'-6' 12'-0' �G�i �G �G• f
<br /> �Jdo
<br /> �� 6 �'� �'� , ,,.,,,:::,....,,,_ ,. ,,,,, z , „I_CP 0 '
<br /> - TOP OF BEAM 5 �,4R u,ALL SCHEDULE NOTES (UPPERFLOOR): •
<br /> 00 AT PLATE rn
<br /> �to(Q Iv--BOT. OF BEAM - I I. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING HORIZONTAL AND VERTICAL EDGE �'ON PLATEFRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' O.G.- - - - SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. o .
<br /> w w
<br /> lL-
<br /> s� I - - - - - I _ 2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL ® Q
<br /> X I0. 0 SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6 O.C. FIELD NAIL SPACING SHALL BE 12' O.C. 0
<br /> UFPFIRFLOOR FRAMING FLAN �' �� i- 3. SHEATHING SHALL BE 7/16' OSB UNLESS SPECIFIED 15/32' STRUCTURAL 1 IN SCHEDULE.
<br /> X € °' �- I I l Tm
<br /> 14 �-. I " x 4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR "2 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL BE `� x ,"'n
<br /> I 'n ,i�
<br /> SPACED A7 16' O.C. m
<br /> o•
<br /> DO NOT SCALE DRAUJINCS. VERIFY ALL DIMENSIONS 11 01 ' 5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) NEM FIR SPACED AT 16' o.c. IZ
<br /> WITH ARCHITECTURAL DRAUJINC S. - - - -
<br /> -
<br /> e S i 2 a - _TOP OF BEAM - - I - 6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2)MINIMUM 2X6 (2X6 WALLS), (2)2X4 (2X4 WALLS), OR SOLID
<br /> �I �* AT PLATE 1 SAWN POSTS AS NOTED IN THE SCHEDULE.
<br /> `I
<br /> 01 S3 - - - - - _
<br /> �� S3 1. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING
<br /> r�D / - HHCxU5b2-SDS - I SHEATHING EDGES SHALL BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE.
<br /> INDICATES SPECIAL BEAM MARK NUMBER I I ® 5!"X19/2 GL I S. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE
<br /> PER PLAN AND STRUCTURAL - _
<br /> NAILING SHALL BE I6d SPACED 12' O.0 (MAX. OR LESS AS SPECIFIED IN SCHEDULE)
<br /> (+� INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS 22 6X10 CALCULATIONS. SEE WALL ELEVATION ON �� 1__I tp0
<br /> r� ORIGINATING AT THIS LEVEL AND EGGQ66-SDS a
<br /> SUPPORTING POINT LOADS FROM ABOVE. L - SI FOR FRAMING REQUIREMENTS.
<br /> 1 I EGGQ66-SDS
<br /> • \ 12'-0' fi 11'-0' 2'-0i <\+t
<br /> INDICATES WALL BELOW = _ _ _ _ _ _ ��`�� CJ�-I ,�-4 �,U/��� SCHEDULE (El)l2)(4)
<br /> INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS GIRDE' TRUSS I
<br /> ORIGINATING AT LOWER LEVEL AND • WALL ABUTTING ABUTTING (S) BOUNDARY m
<br /> p+ �+ INDICATES WALL AT THIS LEVEL. SHTG (3)
<br /> EDGE NAILING SOLHOEDOWN REMARKS / SHEAR UPLIFT z z
<br /> BM. PER PLAN SUPPORTING POINT LOADS FROM THIS I TYPE SOLE PL NAILING VERT• PW NORIZ. PWFRAMING
<br /> c LEVEL AND ABOVE. - - I I (LENGTH x GAGE) EDGES EDGES PL IVERTJ TYPES DETAILS (PLF) FORGE �, z `�
<br /> ii
<br /> kii zu_ -8, <,
<br /> Q�`� INDICATES SPECIAL POST/BEAM CAP PER s � X Sd 9 4' O.C. I6d a 6' O.C. MST31 OR �D ,•
<br /> .n
<br /> PLAN OR GENERAL NOTES. INDICATES /4 T4G PLYWOOD - _ _ - I A 1/16' OSB d 2x6 2x6 2x6 2-2x6 215 plf 20 k 0
<br /> (2 Y X 0.131') (3 y° X 0.135') MSTC66B3tu
<br /> NAIL WITH 8d 6' O.C. EDGES AND I I - 7 ®®
<br /> FLUSH BEAM Sd 10' O.G. At INTERMEDIATE FRAMING
<br /> 15
<br /> INDICATES TOP OF BEAM AND JOIST FLUSH. - - (1J Sd 4 O.C. 16d g 12 O.C. MST31 OR Q� - 2 4
<br /> 6 1/16' OSB 2x6 2x6 2x6 2-2x6 135 plf 1.0 k - t } p
<br /> r r r r MEMBERS II4 I I II i (2�° X'0.131') (3-Y2" X 0.13 ') MSTC66B3 ill �, o
<br /> INDICATES MANUFACTURED 'I' JOISTS OR \ I I I I ®® 0
<br /> SAUJN JOIST I
<br /> SUPPORTEDON BY FACE ISd 2' O.G. I6d 3' O.C.
<br /> MOUNTED SIMPSON HANGER. I t - - -�
<br /> e 1/16' OSB 3x6 3x6 3x6 2-2x6 MST31 OR �� 525 If 38 k
<br /> II \
<br /> f I L� �, 4X8 r, r J I (2�" X 0.131') (3 yu X 0.135') MSTC66B3 ®® p Project #
<br /> ,`''` '� INDICATES SHEAR WALLS THIS LEVEL. SEE u I
<br /> \K ./ . ij SHEAR WALL SCHEDULE AND ELEVATION. / 8d 3' O.C. I6d 6' O.C.
<br /> 0
<br /> N.-
<br /> A 1/16 OSB (2_ 2x6 2x6 2x6 2-2x6 MST31 OR ©� 290 plf 23 k
<br /> /// y X 0.131') (3_y X 0.135 ) MSTC66B3 ®®
<br /> Sheet
<br /> INDICATES WALL STRAPS PER SHEAR WALL I1'-4' 9'-8' A Sd 6' O.G. I6d g 6' O.C.SCHEDULE AND PLAN. 1/16' OSB N 2x6 2x6 2x6 2-2x6 NONE < 223 plf 0.0 k
<br /> (2-y X1.131 ) (3) X1.135 )
<br /> S5 :-,-,
<br /> 21'-0'
<br /> NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' . CITY OF EVERETT
<br /> REVIEWED FOR PERMIT
<br />
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