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SHEAR WALL NOTE: � A L E R
<br /> /� B A B SEE PLAN FOR SHEAR WALL LOCATIONS A B FOUNDATION NOTES
<br /> 16�-0�� � E 5 I C, N L L C
<br /> COORDINATE W/SHEAR WALL SCHEDULE �) �� �.� �� . WRITTEN DIMENSIONS TAKE PRECEDENCE
<br /> FOR ANCHOR BOLT SIZE AND SPAC W G. ^�` '��` '�a '`°` OVER SCALED DIMENSIONS. VERIFY ALL R E S I D E N TI A L-C O M M E R C I A L
<br /> ��,0 ��,0 ,��0 ,��� DIMENSIONS AND CONDITIONS IN THE FIELD
<br /> ROOF NOTES I SW-4 SW-4 I I � � � I � • STEP FOUNDATION PER SITE CONDITIONS
<br /> ___�._ _�.�.w...� ,�„� ,�,_. _ _ .�._. — — — — — — — VERIFY STEP LOCATIONS WITH DEVELOPER
<br /> � � �� � • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER � — — � — � — . ; . �
<br /> � � ° ' ----------- �-- ��= • PROVIDE TEMPORARY BRACWG AS REQUIRED
<br /> _____�._._
<br /> � P❑ BOX 1 3942
<br /> ����� j SCALED DIMENSIONS.VERIFY ALL DIMENSIONS `� ` �'"_.�'p`�' ..�.------.-_._�.� •�„� . .
<br /> ~ � f .��N `v��.— —� — — — � UNTiLALLPERMANENTCONNECTIONSAND MILL CREEK, WA 98082
<br /> AND CONDITIONS IN THE FIELD. � r � CE��:425-877-7377
<br /> ; I = � iv � I STIFFENERS HAVE BEEN INSTALLED.
<br /> �I I EMAIL:SIALERDESfGN@GMAIL.COM
<br /> � • ALL BEAMS AND HEADERS SHALL BE i 3 II I `e I Ll1,8J I �e- I . 2x6 P.T. (SODIUM BORATE PRESSURE TREATED)
<br /> , 4 x 10 DF#2 UNLESS OTHERWISE NOTED. , 3X POST, TYP, � .I $�-��� 0 8 O 3x3x 14AWASHERS @ 4'OAo c TO OUNDATION �
<br /> I SEE PLANS FOR BEAM SIZES ? d
<br /> i i . PRE-MANUFACTURED WOOD TRUSSES @ 24"o.c. � � I ` I � I . ( (TYP. U.N.O.). ANCHOR BOLTS SHALL HAVE MIN. l i
<br /> � (TYP. U.N.O.) � � -
<br /> I
<br /> � I � � I r , 7" EMBEDMENT INTO CONCRETE. _
<br /> ' 2PRE-MANUFACTURING WOOD . PROVIDE SIMPSON H1 HURRICANE TIE AT EACH 3 � � �
<br /> , � ' �--------
<br /> k j TRUSSES @ 24"O.C. END OF EVERY ROOF TRUSS. PROVIDE(2)H2.5 �) � � Ij I ( I I � �. I
<br /> • FLOOR JOISTS TO BE 2 x 10 HF#2 AT 16"O.C.
<br /> � AT EACH END OF 2-PLY AND GREATER GIRDER � � L—�J UNLESS NOTED OTHERWISE I
<br /> ' TRUSSES. € � I ,, I O ( ( � I i�,
<br /> • ROOF SHEATHING SHALL BE 7116"OSB APPLIED ` II 2x10 JOISTS � I •FLOOR SHEATHING SHALL BE 23/32"T&G OSB �
<br /> i { I ,. ( �, I SUBFLOOR APPLIED w/LONG DIMENSION I'
<br /> I WITH LONG DIMENSION ACROSS TRUSSES OR ! AT 16"O.C.
<br /> � RAFTERS. NAIL @ ALL PANEL EDGES AND OVER ( ; I;) r � ACROSS JOISTS, STAGGER END JOINTS. GLUE t
<br /> = ALL SHEAR WALLS AND DRAG TRUSSES w(8d � � � � �°� AND NAIL @ ALL PANEL EDGES AND OVER ALL ,,/ �
<br /> " 6 NAILS @ 6"o.c.AND OVER ALL INTERMEDIATE I .� I �J I �"� I SHEAR WALLS W/ 10d @ 6"o.c. AND OVER ALL ''� ''
<br /> � ' FRAMING @ 12"o.�. 4X10 HEADER, � �� } } INTERMEDIATE FRAMING @ 12"o.c.
<br /> TYP. � � ~
<br /> • PROVIDESOLIDBLOCKINGOVER . I � �) I I • BEAMSTOBE4x10DF#2 THESE DRAWINGS aRE COPYRIGHTED AND
<br /> MAY NOT BE COPIED ❑R REDRAWN WITHOLJT
<br /> � SUPPORTS. � (I �I � UNLESSNOTEDOTHERWISE THE WRITTEN PERMISSION OFSIALER DESIGN
<br /> � � • ROOF OVERHANGS PER PLAN � ( r t� I I . PROVIDE SOLID BLOCKING OVER U S E ❑F T H I S LD R A W I N G I S L I M I T E D T❑ A
<br /> 3 � �I SPECIFIC PROJECT FOR PERSONS NAMED
<br /> i �, ' ALLSUPPORTS HEREON AND FOR THE CONSTRUCTION ❑F ❑NE
<br /> � • ROOFPITCHESPERPLANSAND/OR I Q .�� BUILDING. ANY ❑THER usE aR REUSE is
<br /> �3 � � ELEVATIONS. ' � ��� I I L 1J I , I �NDICATES STRAP HOLDOWNS, PER PLANS,LOCATED AT
<br /> � � � �� _ � STRIGTLY PROHIBITED WITH�UT THE WRITTEN
<br /> ! • INSTALL SKYLIGHTS ON 2 x 6 CURB I I) � ,� 0 2x10 JOISTS ENDS OF MAIN FLOOR SHEAR WALLS ABOVE. INSTALL PER C O N S E N T F R� M s �a�E R D E S I G N L L C.
<br /> I • ALL TRUSSES AND RAFTERS TO BE �� � I� I � � I � AT 16"O.C. 1 I MANUFACTURER'S SPECIFICATIONS. O CO PYRI G HT zo i�
<br /> i � �^�„� S � �} e � SIALER DESIGN LLG
<br /> � ' � �e �
<br /> '`�" � SPACED AT 24"O.C. MAX. � I ''� I �---�---� r i I �. I �O
<br /> � ; z � UNLESS NOTED OTHERWISE � i �'� j �
<br /> , � � j����� i � I � �;�����1 � '� . VERIFYALL PLUMBING DROPS. REVISIONS
<br /> i i � • � SHADED AREAS lNDICATE OVER- � � p�� _ 1$ � �
<br /> j i � ' =�a� i � f�::'�:;� FRAMING OVER ROOF BELOW j ` �� �A1 — �'`�I,,-, � ' E { � , L—� , �
<br /> I � • � �� � [ �• • FOOTWGS TO BEAR ON UNDISTURBED OR DATE DESCRIPTION
<br /> ! ,�-�-�-� � � ' s �'�..e_...�'. _._ � _,.--_—._.___—..�- � o I 3-2X�Ow � m `�'� ,- COMPACTED SOIL OF 2000 PSF MIN. -_-__
<br /> r---a--��-�----•--� ����� • � DENOTES SOLID BEARING UNDER � � i �_ ��� ' � � �� �v� � BEARING CAPACITY. MINIMUM DEPTH OF EMBEDMENT
<br /> w__m:�-<__..u_.. o
<br /> F � � j %���� � � , �''�� � CONCENTRATED LOADS. SEE UPPER FLOOR g ��` � � Q i � `* ( �` { � '�; � � 3 � ,'�j-.��a � } � � -r,--
<br /> ��� $ "T"'�" FOR ALL FOOTINGS SHALL BE 18 INCHES.
<br /> �' � � � s`(� � � �``�� � � PLANS FOR ALL BEARING STUD AND COLUMN i � oo � � --3 ° � ` ' `- � ( -- -
<br /> � !""�, r � � ; i `�� � � � � ts�" j�t � $ • PROVIDE 4 x 4 PT POSTS UNDER BEAMS
<br /> , r � , E CALL-OUTS i �`�--' i � jl � C` � � Y ��/�� b --- -------
<br /> �' '''�--�` (4 x 6 AT BEAM SPLICES). PROVIDE
<br /> � � E ti,�Y,` ; � I , ` � � � ; ,�p��'' I ' I � i � _�g� '�t .� � � I I POSITIVE CONNECTION TO BEAMS —__-- __-- -_-_ -_--
<br /> � �I � � I � • PROVIDE 1/2"MINIMUM AIRSPRCE BETWEEN
<br /> � � � � � � ' OVER—FRAMING SPANS � � � 5�� ' I � ___---- ------ -----
<br /> ;� ; o 0 3 CONCRETE AND WOOD. USE PRESSURE TREATED
<br /> i � �� �� � ,
<br /> 1 �) � � �H°X24�� CRAWL WOOD WHEN IN CONTACT WITH CONCRETE
<br /> ---- -__-- ----
<br /> � � � � l � � � *' `� �' • COVER CRAWL SPACE GRADE WITH 6 MIL
<br /> E � I X I m— � � ; � �„� I ; I ��_._,...�__._ _'= !a I SPACE ACCESS gLACK VAPOR BARRIER.LAP EDGES
<br /> " ; �� �� F---- - ' • 2x4 HF#2 RAFTERS @ 24"o.c. UP TO 5'-5"MAX. SPAN. I �� r � s r.------------.
<br /> ; 3 J ����� � ' ��,0 � e �i�� � a 12"MINIMUM. EXTEND 12"MIN UP FDN.WALL PROJ ECT :
<br /> ' � • 2x6 HF#2 RAFTERS @ 24"o.a UP TO 8'-6"MAX. SPAN. i I ? 5 L_�81 � /�
<br /> !
<br /> ' i- .� ` ; � I � i � ` �; �, 3-2X,° � ' ( BICKLEY DADU
<br /> E , �. �. �..� ; ' � � ,� �.�..._._."__�—� � ' �
<br /> ��e SPREAD FOOTING KEY
<br /> �j � • 2x8 HF#2 RAFTERS @ 24"o.c. UP TO 11'-3"MAX.SPAN. � 3 �
<br /> E � ' s
<br /> � � � ,
<br /> g ! ��� ( �! . I
<br /> l ' 2���X3��� ATTIC � � . 2x10 HF#2 RAFTERS @ 24"o.c.UP TO 14'-4"MAX. � i ° ;I . � � , =4x4 POST ON 18"x18"x8"
<br /> ' ! ACCESS � SPAN. � � � I " � I r � I ' I � THICK CONCRETE PAD 1917 H IGHLAND AVE
<br /> i , �
<br /> ° ' i I;I �J �� 1 4"x s" C R Aw� �a�� EVERETT, WA 98201
<br /> � ° ; � � '. I } _ I �� SPACE VENTS
<br /> � � ��� ~ � � H LOCATIONS =4x4 POST ON 24"x24"x8"
<br /> ; I �,2.� o I � � THICK CONCRETE PAD
<br /> I � ! � I v I r+� I I 24 w/(3)#4EACHWAY CLIENT :
<br /> � = II ..
<br /> , -
<br /> ; � � ; �, I ��. ( L �J I ���. I =4x4 POST ON 30��X3o��X8�� NAT H AN I E L B I C K L EY
<br /> � ' ; �I o � , � THICK CONCRETE PRD
<br /> ; � Y � I '�� I ' I �� I w!(4)#4 EACH WAY
<br /> �
<br /> ` ? � � t 3 � )
<br /> � i � � � ' �� I ,� I r+� I �:1 I 0���. 30„
<br /> f j ;I � � o � ���
<br /> i f � � j � � ( � � _ L—�J;,'� ' =4x4 POST ON 42"x48"x12"
<br /> i I '.�_�.�,._.�_._._....�, �__�_..s �._.__..._ _ _ ........._�_ _,TM.m._.. R ` — — ' I THICK CONCRETE PAD
<br /> ! _.. .....,_,...._>...r f i
<br /> 2 ' __,._. ° ._. 2 — _��-- — _ �_:-�-- 2 — . -___, ., . .. . : ,. _�.�.�___ e t � w/(6)#4EACHWAY SHEET NAME:
<br /> — — 3"CLEAR FROM BOTTOM
<br /> SW-4 SW-4 , — , — — — , 48„
<br /> .� ��` �� ��
<br /> � —.-- --�L i.�.�-- �.�`�`�� �,�`�`�^ �'`
<br /> ���
<br /> � ROOF PLAN
<br /> � �v�...�..�.�-���J�� � .` � : �,
<br /> ' � SHEARWALL
<br /> �����. ROOF PLAN � ��� SHEARWALL / BEAM PLAN - FOUNDATION PLAN
<br /> CALE 1/4 — 1 -0 SCA�E 1/4 — 1 -0 " — ' " ���� �
<br /> N ., _ , ., ., _ , ,. N
<br /> s��'�� ��4 - ' -° SHEARWALL SCHEDULE
<br /> FOUNDATION
<br /> TYP. EXT. WALL CONSTRUCTION P LAN D ETAI LS
<br /> SW-6 (UNLESS OTHERWISE NOTED)
<br /> 8d @ 4"O.C. ' " 1. SHEATHING: 1/2"PLYWOOD OR 7/16"O.S.B., EXTERIOR SIDE, BLOCKED, NAIL AN D N OT E S
<br /> P.T. 2x6 SILL PLATE PLY.TO BLOCK w/8d 6"O.C.ALL EDGES AND 12"O.C. FIELD.
<br /> W/5/8"DIA.x 10"A.B.W/ ' @ @
<br /> 3"x3"x1/4"SQ. PLATE WASHERS (2)A35 CLIPS 2x TRUSSES 24"O.C. 2. BOLT SILL PLATE TO CONCRETE w/5!8 DIA.x 10"A.B.'S @ 48"O.C.
<br /> SPAGE AT 24"O.C.W! (2)2x6 BLOCK (6) 16d BRACE @ 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/16d 4"O.C.
<br /> TYP.EXT.WALL (UNLESS NOTED OTHERWISE TO BLOCK
<br /> @
<br /> PER SHEAR WALL SCHEDULE) 2x OUTRIGGER(OPTIONAL)
<br /> 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE PER
<br /> CONST. DETAILS ON S1 &S2.
<br /> MIN.7"EMBED EGDE NAILING
<br /> STHD14 RJ PER (1)BOLT 12" FROM CORNERS
<br /> PLAN 2x6 WALL W/ END OF PLATE o CAPACITY:240 LB/FT �
<br /> R-21 INSUL. 4�-O� MI N. —SIMPSON H1 EA, END/ EA. TRUSS/ ° ° DBL.TOP CHORD
<br /> 4°DIA.TIGHTLINE R,qFTER
<br /> WERE REQUIRED, TOP PLATE o 0 o HORZ.WEB BRACING BY
<br /> CONNEGTED TO (1)#4 CONT. (25 16d o 0 0 o TRUSS MFGR. PER T.P.I. SPECS.
<br /> A35 � 24"o.c. � INDICATES SHEARWALL wl PLYWOOD ONE SIDE.
<br /> AT TOP OF WALL NAIL TO ALL TRUSSES 1. SHEATHING: 1/2"PIYWOOD OR 7/16"O.S.B.,ONE SIDE, BLOCKED, NAIL w/8d
<br /> STORM DRAIN OR W-4
<br /> DRY WELL.
<br /> Z 16d @ 6"O.C. @ 4"O.C.ALL EDGES AND 12"O.C. FIELD.
<br /> t° � #4 CONT. HORZ.&
<br /> PLY. EDGE NAILING 2. BOLT SILL PLATE TO CONCRETE w/5/8 DIA.x 10"A.B.'S @ 32"o.�. APPROVED
<br /> VERT.AT 16"O.C.
<br /> 2x STUDS
<br /> 3. NA�L BOTTOM PLATE TO FRAMING BELOW w/16d 3"O.C.
<br /> o � ��-,p ` � � J 2x BLOCK w� 1 1/2" o o ° o MID HEIGHT @
<br /> w � VENT HOLES AS STRUCTURA�TRUSS w/2x4 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE
<br /> Q� ; �,y �: °. REQUIRED w� (2�16d T.N. FLAT INLET STUDS @ 24"O.C. PER DETAILS ON S1 &S2.
<br /> J LL � 9 g k . - TRUSS PER PLAN EA. TRUSS/ EA. END
<br /> ?m o � � . , (2)A35 CLIPS(ONE EA.SIDE) CAPACITY:350 LBlFT
<br /> ° EDGE NAILING
<br /> (2)2x6 CONT. @ GABLE-END TRUSS
<br /> 'c>,�-�'c� . .. �� . :
<br /> _ ;j�y o, m (2)2x6 DIAGONAL"T"BRACE 16d @ 6"O.C.(TRUSS TO 2x6)
<br /> O° � - " 2x STUD � 16" O.C. @ RIDGE AND @ 10'-0"O.C. MAX.
<br /> m 4r', �, � ` � ` NOTE: (VERIFY w!TRUSS MFGR.) INDICATES SHEARWALL w!PLYWOOD ONE SIDE.
<br /> � 2x6 CONT. EDGE NAILING SW-3
<br /> , SPLICE AND NAIL TOP PLATES AS SHOWN @ ALL PLY. PER SCHEDULE 1. SHEATHIN G: 1 l 2"P L Y W O O D O R 7 1 1 6"O.S.B., O N E S I D E, B L O C K E D, N A I L w/8 d
<br /> 4" DIA. PERF. 4' 8" 4"
<br /> FOOTING DRAIN � � E X T E R I O R W A L L S, S H E A R W A L L S. &A T E A C H F L O O R 3°O.C.ALL EDGES AND 12��O.C. FIELD.
<br /> 16" LEVE�AND AT ROOF. 16d @ 6"O.C.2x6 CONT. 7/16"O.S.B. OR @
<br /> IN WASHED GRAVEL TO TOP PLATE v2°PLYWOOD 2.BOLT DB�.SILL PLATE TO CONCRETE wl 5l8 DIA.x 10"A.B.'S @ 8"O.C. ����;� �� ��C���'"�
<br /> BED (2)#4 CONT. HORIZ. A110N ``
<br /> 3. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE wl 12d T.N. @ 4"O.C. ����'����� ��� �������
<br /> 1 FOUND. WALL / JOIST ON TOP 2 DBL. TOP PLATE SPLICE 3 EAVE ROOF 16 TYP. GABLE TRUSS DETAIL ANDDETAILSONS1 &S2.
<br /> � — � _ „ , ,�
<br /> 4. USE(2)2x STUDS @ 16"O.C.&SEE DETAIL D/S1.
<br /> CAPACITY:450 LB/FT --------- -------------__-- -- ----
<br /> 3/4"-1 '-0" 3 4 -1 — 4 1 -0 3/4 =1 —0
<br /> PROJECT NUMBER: 2017-23
<br /> DATE: 11/06/17
<br /> CHECKED: LS
<br /> 2SW-4 INDICATES SHEARWAL�w(PLYWOOD TWO SIDES. DRAWN: LS
<br /> --- --___--- --__ -------_------
<br /> 1. SHEATHING: 1/2"PLYWOOD OR O.S.B.,TWO SIDES, BLOCKED, NAIL STATUS: BUILDING PERMIT
<br /> w/8d @ 4"O.C.ALL EDGES AND @ 12"O.C. FIELD.
<br /> 2. BOLT 3x SILL PLATE TO CONCRETE w/5/8"DIAx10". EXP. BOLTS @ 8"O.C.
<br /> 3. FASTEN DBL. BOTTOM PLTS.TO DOUBLE JOIST OR BLOCKING BLW.w/2 ROWS
<br /> 2 LAYERS 16d @ 6"o.c.OR 2 ROWS A35 CLIPS @ 16"o.c.
<br /> 4. FASTEN DBL.TOP PLTS.TO DOUBLE JOIST OR BLOCKING ABV.w/2 ROWS
<br /> A35 CLIPS @ 16"o.a OR PER DETAILS ON S/1 &S/2
<br /> 5. USE 3x STUDS @ ALL FRM'G. MEMBERS RECEIVING E.N. FROM ADBUTTING PANELS �
<br /> PLOT SCALE: 1:1
<br /> CAPACITY:700 LB/FT�
<br />
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