1005 91ST PL SW 2018 Plans 2022-11-10

r • • 1 2 2. 1 3 � � � � � � D ES I C, N LLC �� RES I DENTIAL-CO M M ERCIAL � � � ' SHEARWALL SCHEDULE C — —SW=4 — — — � — — — —— SW 4= — — —— PO B❑X 1 3942 + . � � I MILL CREEK, WA 98❑82 4 x 10 DF#2 CELL:42 5-87'7-'73'77 � SW_� TYP. EXT. WALL CONSTRUCTION EMAIL:SIALERDESIGN@GMAIL.COM � c�'n II � I II I � (UNLESS OTHERWISE NOTED) I � 1. SHEATHING: 1/2"PLYWOOD OR 7/16"O.S.B., EXTERIOR SIDE, BLOCKED, NAIL � w/8d @ 6"O.C.ALL EDGES AND @ 12"O.C. FIELD. N b 3X POST,TYP, 2. BOLT SILL PLATE TO CONCRETE w/5/8 DIA.x 10"A.B.'S @ 48"O.C. � � i `� � v�' I I 3. NAIL BOTTOM PLATE TO FRAMING BELOW w!16d @ 4"O.C. �; �"`�—-- — � ( ( � 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE PER I, T x DETAILS ON S1 &S2. � � d, � N I 4 � CAPACITY: 240 LB/FT � . O ♦"�. � � x � /" „ • . � �= . . � � SW-4 INDICATES SHEARWALL w/PLYWOOD ONE SIDE. I1. SHEATHING: 1/2"PLYWOOD OR 7/16"O.S.B., ONE SIDE, BLOCKED, NAIL w/8d G�4��O.C.ALLEDGESAND12��O.C. FIELD. THESE DRAWINGS ARE COPYRIGHTED AND �. MAY NOT BE COPIED OR REDRAWN WITHOLJT � II I I 2. BOLT SILL PLATE TO CONCRETE w/5/8 DIA.x 10��A.B.�S p�3Z��O.C. LHE WRITTEN PERMISSION ❑FCSIALER DESIGN � U S E ❑F T H I S D R A W I N G I S L I M I T E D T❑ A I 3. NAILBOTTOMPLATETOFRAMINGBELOWwl16d@3"O.C. SPECIFIC PROJECT FaR PERSONS NAMED HERE�N AND FOR THE CONSTRLJCTION ❑F ONE � � 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE B LJ I L D I N G. A N Y D T H E R u s E o R R E LJ S E i s � STRICTLY PROHIBITED WITHOUT THE WRITTEN 4 � PERDETAILSONS1 &S2. �oNSENr FROM SIALER DESIGN LLC. � I �'` COPYRIGHT 201 8 II I x � CAPACITY: 350 LB/FT O SIALER DESIGN LLC v I REVISIONS , � } . � _I INDICATES SHEARWALL wl PLYWOOD ONE SIDE. NO DESCRIPTION DATE B — — — — — PSL 5-1/4"X9-1/2" — — — — — — — — — — — — — I SW-3 � � 1. SHEATHING: 112"PLYWOOD OR 7/16°O.S.B., ONE SIDE, BLOCKED, NAIL w/8d @ 3"O.C.ALL EDGES AND 12"O.C. FIELD. ' .___ t __...._.�� ;� r j ; � 2. BOLT DBL.SILL PLATE TO CONCRETE w/518 DIA.x 10"A.B.'S @ 8"O.C. ___. _ � �. �.�.� � � : _._�.F � 4X POST 4X POST �; �__..�.��_.�._.�;�_�_.�:{ _ � �i 3. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE w/12d T.N. @ 4"O.C. "� � AND DETAILS ON S1 &S2. , � I I �:�:':«Fe 4__ ,� �` . � �� : �; � 4. USE(2)2x STUDS @ 16"O.C. &SEE DETAIL D/S1. x �i E ;-= - � �� CAPACITY:450 LB/FT '�' '� ��' PROJECT � T_ __:� ;; � . : '� €' i ; � AMPUDIA — HANAOKA � � � _ � s� � i 2SW-4 INDICATES SHEARWALL w/PLYWOOD TWO SIDES. � •; i' r`"r''_,n� '_, ___-_ 3,' ' � ' � �� RESIDENCE ADDITION �a� �. � , �, � __ � —1 �� ;t � �;' � € � ! �� 1. SHEATHWG: 1/2"PLYWOOD OR O.S.B.,TWO SIDES, BLOCKED, NAIL `��"` j � 3 ` w/8d @ 4"O.C.ALL EDGES AND @ 12"O.C. FIELD. � a �� ! t � ' � � 1005 91 ST PL SE � ¢; `c; __ � j ! ` i�--.�.—_ ' I 2. BOLT 3x SILL PLATE TO CONCRETE w/5/8"DIAx10". EXP. BOLTS @ 8"o.c. E V E R E T T, W A 9 8 2 0 4 � � � 3. FASTEN DBL. BOTTOM PLTS.TO DOUBLE JOIST OR BLOCKING BLW.w/2 ROWS 2 LAYERS 16d @ 6"o.c. OR 2 ROWS A35 CLIPS @ 16"o.c. 4. FASTEN DBL.TOP PLTS.TO DOUBLE JOIST OR BLOCKING ABV.w/2 ROWS C L I E N T . � A35 CLIPS @ 16"o.c. OR PER DETAILS ON S/1 &S/2 ��lt"a I I I I 5. USE 3x STUDS @ ALL FRM'G. MEMBERS RECEIVING E.N. FROM ADBUTTING PANELS E R I C K AM P U D IA CAPACITY: 700 LB/FT M IZU KI HANAOKA � � �_� : . � � � � �� _? � �� SHEET NAME: � � � � ; EXISTING 4 x 10 HEADER TO EMAIN SHEARWALL q - - - � - - - - -=� - - - - - - - - - - - - - - - PLAN , DETAI LS . . �.._�—��_._��r�� _�_��.� __�r___��a�w.__�� __u__�_:�w��e.�_- : AND NOTES SHEARWALL / BEAM PLAN SCALE 1/4" = 1'-0" . . r • . 8d @ 4"O.C. P.T.2x6 SILL PLATE PLY.TO BLOCK , „ , W/5/8"DIA.x 10"A.B.W/ � 3"x3"x1/4"SQ. PLATE WASHERS (2)A35 CLIPS SPACE AT 24"O.C.W/ (6) 16d BRACE 2x TRUSSES @ 24"O.C. TYP.EXT.WALL (UNLESS NOTED OTHERWISE (2)2x6 BLOCK TO BLOCK APPROVED PER SHEAR WALL SCHEDULE) 2x OUTRIGGER(OPTIONAL) CONST. MIN. 7" EMBED EGDE NAILING STHD14 RJ PER (1)BOLT 12" FROM CORNERS � . PLAN 2x6 WALL w/ END OF PLATE o R-21 INSUL. 4�-O� MIN. SIMPSON H1 EA. END/ EA. TRUSS/ � � '-- DBL. TOPCHORD 4"DIA.TIGHTLINE RAFTER WERE REQUIRED, TOP PLATE o 0 o HORZ.WEB BRACING BY CONNECTED TO (1)#4 CONT. (25) 16d o 0 0 o TRUSS MFGR. PER T.P.I. SPECS. STORM DRAIN OR AT TOP OF WALL A35 � 24"o.c. NAIL TO ALL TRUSSES DRY WELL. e 16d @ 6"O.C. `� � #4 CONT. HORZ. @ 10"O.C. & PLY. EDGE NAILING 5 VERT.AT 16"O.C. z 2x STUDS o 0 0 o MID HEIGHT 1=i I _I1 I � ��^ — _ 2x BLOCK w/ 1 1/2" o 0 0 � � 111� + ° J VENT HOLES AS Z� �_ u ' REQUIRED w 2 16d T.N. STRUCTURAL TRUSS w/2x4 J , � � � FLAT INLET STUDS @ 24"O.C. 5,� 'I I—i i!— > e E A. T R U S S E A. E N D _- TRUSS PER PLAN � Z Q � �� ` 2 A35 CLIPS ONE EA. SIDE _ �m � ��( , (2)2x6 CONT. @ GABLE-END TRUSS � � � � PROJECT NUMBER: 2018-124 ' �o 00 0 ,9 D EDGE NAIUNG 16d @ 6"O.C. (TRUSS TO 2x6) DATE: 08/15/18 � g0 o e e (2)2X6 DIAGONAL"T"BRACE _ _ ,, @ RIDGE AND @ 10'-0"O.C. MAX. M � n .° > � '. NOTE: 2x STUD � 16� O.C. � � CHECKED: LS VERIFY w/TRUSS MFGR. 2x6 CONT. EDGE NAILING SPLICE AND NAIL TOP PLATES AS SHOWN @ ALL PLY. PER SCHEDULE DRAWN: LS 4" DIA. PERF. 4" 8" 4° — ---- FOOTING DRAIN EXTERIOR WALLS, SHEAR WALLS, &AT EACH FLOOR 16d @ 6"O.C.2x6 CONT. 7/16"O.S.B. OR STATUS: BUILDING PERMIT IN WASHED GRAVEL 16�� LEVEL AND AT ROOF. BED (2)#4 CONT. HORIZ. TO TOP PLATE 1/2"PLYWOOD � ELEVATION 1 FOUND. WALL / JOIST ON TOP 2 DBL. TOP PLATE SPLICE 3 EAVE ROOF 16 TYP. GABLE TRUSS DETAIL 3�4„_� ,_0„ 3/4 =1 '-0' 3 4 =1 —0 3�4„_� ,_�„ �,i��'' �� °��i�' . , ��IE1/V�D F�R ��r�°,�� ■ , PLOT SCALE: 1:1 �,