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<br /> EQUILIBRIA STRIJCTURAL EN�INEERING SHE�►R WALL SCHEDULE - REFER TO DETAIL 1/S2 FLOOR TIES & HOLDDOWNS �
<br /> _ _ Z
<br /> SHEAR FLOW FLOOR TO FLOOR CONNECTIONS: MIN. SIMPSON HOLDDOWN c�-n
<br /> TIE/HOLD *"MIN. POST POST
<br /> "LTP4"CLIPS MAY BE INSTALLED VERTICALLY OR MINIMUM ANCHOR BOLT SILL pgD END/CORNER ITEM ANCHOR > �
<br /> NAILING HORIZONTA�LY,AND APPLIED OVER UP TO%z' DOWN SIZE DISTANCE NAME ANCHORAGE gOL7S �
<br /> COMMON OR GALVANIzf=D FRAMING SIZE PIATE WASHER SHEAR .
<br /> SHEATHING.°LTP5"CLIPS SHALL��WSTALLED '
<br /> SHEATHING BOX NAILS � � AT/�lBU1"i'ING (EDGE OF WASHER FOR z •
<br /> HORIZONTALLY. USE 8d COMMON NAILS 2/2 LONG)IF MINIMUM p
<br /> MARK � SHEAR WALL SHALL EXTEND TO HEM-FIR MSTA3C (2)2x DF#2 N/A MSTA36 (26) 10d N/A
<br /> (�/2"CDX MAY APPLIED OVER SHEATHING. SILUSOLE
<br /> (SEE PANELS p�pTE SIZE WITHIN%2'OF THE FRAMING, a
<br /> BE USED IN
<br /> PLANS) ..__ _ _ _. _. _ _ _ _ _ _ __ . _ (BLOCKALL EDGE OF PLATE ALSO �
<br /> note g LIEU OF%g' RIM JOIST, (16) 16d U
<br /> PANEL EDGE SILL PLATE HORIZONTAL SIDE WITH VALID MSTC28 (2)2x_DF#2 N/A MSTC28 N/A �
<br /> OSB) BASE PLATE TO DRAG STRUT SINKER W
<br /> (BLOCKALL FIELL� RIM or BLOCKING ANCHORS JOINTS) note b SHEATHING)note a FOR o
<br /> JOINTS) TO TOP PLATE note h DOUG-FIR MSTC40 (2)2x_DF#2 N/A MSTC40 (36) 16d N/A
<br /> FRAMWG
<br /> - SINKER '
<br /> ( 1 }notee (2)notee (3)notee (4)notee (5) notee (6) notee (7) notee (8)notee �
<br /> -
<br /> %s'OSB ONE �� �� 16d COMMON @ 16d COMMON �2,�A.B. 48" 3"x 3"x 0.229" MSTC48B3 (2)2x_DF#2 N/A MSTC48B9 COMMON N/A p
<br /> SW1 8d @ 6 O.C. 8d @ 12 O.C. @ 5 O.C. � 2x N�MINAL 2x NOMINAL 150 PLF � �
<br /> SIDE 8"O.C. O.C.8�ENDS WASHER (48) 16d j
<br /> J TOE-NAILED MSTC52 (2)2�c DF#2 N/A MSTC52 SINKER N�A W
<br /> -
<br /> � SW2 7/s° OSB ONE gd @ 4"O.C. 8d @ 12"O.C. '�6d COMMON @ SIMP LTP4 j2��A.B. @ 32" 3"x 3"x 0.229° � �4
<br /> Q SIDE 5"O.C. @ 17"O.C. O.C.$ENDS 2x NOMWAL 2x NOMINAL �/ASHER 350 PLF �� MSTC66 (2)2x_DF#2 N/A MSTC66 (68) 16d N/A
<br /> u� SINKER
<br /> C7
<br /> � SW3 �a° OSB ONE gd 3"O.C. 8d 12"O.C. @ Yz'�A.B. @ 24" 3°x 3"x 0.229°
<br /> @ � 16d COMMON SIMP LTP4 3x NOMINAL 2x NOMINAL 456 PLF w
<br /> t- SIDE 4"O.C. @ 13"O.C. O.C.8c ENDS WASHER STHD14/ t2�2x_DF#2 /�, STHD14/ (38) 16d N�� � �
<br /> ; x
<br /> � -
<br /> ' w %g" OSB ONE �� �� 16d COMMON @ SIMP LTP4 %2'Qj A.B. 19" 3"x 3"x 0.229" STHD14RJ STHD14RJ SINKER s
<br /> � -��;
<br /> = SW4 8d @ 2 O.C. 8d @ 12 O.C. „ „ � 3x NOMINAL 2x NOMINAL 595 PLF ��> �t �'�;
<br /> SIDE 3 O.C. @ 10 O,C. O.C. &ENDS WASHER � n '�� �� � ��� � �
<br /> � �� �� �� �� �� �� - z
<br /> � /6 OSB TWO �� „ SIMP LTP5 SIMP LTP4 y2 �1 A.B. @ 16 3 x 3 x 0.229 HDU2 (2)2�c DF#2 4/4� HDU2-SDS ��SWOOD 5�g��SSTB16
<br /> SW5 8d�4 O.C. 8d @ 12 �.C. 3x NOMINAL 3x NOMINAL � 707 PLF 2'5 SCREWS ANCHOR BOLT
<br /> � SIDES @ 9"O.C. @ 8"O.C. O.C. &ENDS I WASHER, note a
<br /> �
<br /> z %s' OSB TWO � �� „ SIMP LTPS SIMP LTP4 � �� �� �� �� �� (10)SDS%4°x 5 � 5 �
<br /> /z f�A.B. @ 12 3 x 3 x 0.229 HDU4 (2)2x DF#2 4/4� HDU4-SDS � � /8 f�SB/8x24 '.
<br /> SW6 8d @ 3 O.C. 8d @ 12 O.C. 3x NOMINAL 3x NOMINAL 911 PLF 2'5 SC EWS ANCHOR BOLT � ,*""� a
<br /> Q SIDES @ 7"O.C. @ 6"O.C. O.C. 8�ENDS WASHER, note a
<br /> � _ ���■� c, � • .
<br /> �/e' OSB TWO „ „ SIMP LTt'5 SIMP LTP4 %2'Q�A.B. 9" 3"x 3"x 0.229" 14 SDS%a'x
<br /> SW7 8d @ 2 O.C. Sd @ 12 O.C. � „ °e 3x NOMWAL 3x NOMINAL 1190 PLF HDUS-SDS � � 5/8"f?1 S65/�t24
<br /> SIDES @ 5 O.C. @ 5 O.C. O.C. &ENDS WASHER, note a HDU5 (2)2�c DF#2 4%4' 2 5 �Z"WOOD ANCHOR BOLT � � �
<br /> SHEAR WALL SCHEDULE MOTES: SCREWS �� ,�
<br /> a. 2x6 SILL PLATES MAY REQUIRE DIAGONALLY SLOTTED APPROVED WASHERS (PROVIDE STD CUT WASHER IN ADDITION)OR 3"x 4%2'x 0.229"WASHERS.2x6 DOUBLE SHEATHED WALLS • r"� a�
<br /> # (20)SDS Y4'x � „ � c�
<br /> ALWAYS REQUIRE 3"x 4Yi'x 0.229"WASHERS.THE LARGE:R WASHERS ARE NEEDED TO PROVIDE THE%2'EDGE DISTANCE AS REQUIRED BY NDS CODE. 4x6 DF#2 or HDU8-SDS / 0 SB/�c24 � •
<br /> 1 � g �"
<br /> HDU8 4%a� 2/z WOOD �
<br /> b. FOR THE SW3 8�SW4 DESIGNATIONS(2)2x6 STITCHED T�)GETHER WITH (2) ROWS OF 16d @ 7"O.C. STAGGERED MAY BE USED IN LIEU OF A 3x NOMINAL MEMBER AT ABUTTING PANEL EDGES. 6x6 DF#2 2•5 S C R E W S ANCHOR BOLT � :n �
<br /> FOR THE SW5 8�SW6 DESIGNAfiIONS(2)2x6 STITCHED T�()GETHER WITH (2) ROWS OF 16d @ 5"O.C. STAGGERED MAY BE USED IN LIEU OF A 3x NOMINAL MEMBER FOR SILL PLATES AND AT
<br /> ABUTTING PANEL EDGES. � r�
<br /> c. DO NOT USE SPF WALL FRAMING UNLESS THE ENGINEEft OF RECORD IS NOTIFIED PRIOR TO INSTALLATION. THIS SCHEDULE IS VALID FOR DOUG FIR FRRMING WITHOUT ANY LOAD %2"Q�F1554 G36 0 �
<br /> REDUCTIONS. F1554 ANCHOR
<br /> � �
<br /> d. ALL WALLS SHALL BE FRAMED USING 2x STUDS SPACEC►@ 16"O.C. BLOCK ALL PANEL HORIZONTAL EDGES.ABUTI'ING SHEAR PANELS SHALL OCCUR AT A CONTIPIUOUS VERTICAL FRAMING BOLT EMBED M �
<br /> MEMBER. UNLESS OTHERWISE NOTED ON PLANS,ALL EXTERIOR WALLS SHALL BE COi�ISTRUCTED PER THE REQUIREMENTS OF SW1. {34) 16d 3%2" INTO
<br /> e. (x) DENOTES CORRESPONDING"SHEAR FLOW CONNEC:TIONS°BETWEEN SHEAR FLOW DIAGRAM(DETAIL 1(S1)AND SHEAR WALL SCHEDULE. CONTACT ENGINEER PRIOR TO CONSTRUCTION MST60 (2)2x �F#2 %2' MST60 COMMON EXISTING 6" 07/27/16 � "
<br /> IF ANY SHEAR FLOW CONNECTION ELEMENTS ARE UNCLEAR. NIALS INTO THICK STEM '
<br /> f, PSWS OR HIGHER PERFORATED SHEAR WALL SYSTEMS REQUIRE 2x SAWN RIM JOIST AND SHAL�NOT BE USED WITH LVL OR LSL RIM JOISTS IN ENGINEERED F�OOR SYSTEMS. FRAMING WALL W/SIMP
<br /> g. PSW WALLS REFER TO"PERFORATED SHEAR WALLS"PEiR NDS. PERFORATED SHEAR WALLS SHALL HAVE UNIFORM TOP AND BOTTOM ELEVATIONS,AND<20'-0"TOTAL HEIGHT. "AT-XP" ,��' I'j p
<br /> h. SILL PLATE ANCHORS SHALL ALSO BE PROVIDED AT EAC;H END OF ALL WALLS,SPACED AT LESS THAN 1'-0"FROM ENDS. EPDXY. REFER O °�-..�. �j.
<br /> NOT A BUILDINC� SECTION: S�HEMATIC PURPOSE ONLY CASE B: Zx BLOCKING EACH BAY. TO DETAIL 1/S5 J .� �
<br /> STICK SECURE ROOF 1)LOCATE HOLDOWN AT EACH END OF SHEARWALL
<br /> CASE C: SHEATHING TO BLOCKING 2)CRIPPLE WALL CONSTRUCT SAME AS S.W.ABOVE .� .,
<br /> GABLE END FRAMED �IUI gd NAILS @ 6"�.C. 3) EXTEND FOUNDATION AS REQ'D. FOR H.D.A.B. EMBEDMENT 47 Ga�'��'
<br /> TRUSSED �4 BLOCKING @ 48"O.C. SECURI=ROOF ROOF �
<br /> SHEATHING TO BL.00KING W/8d�d�6"O,C, 8d TOE-NAILED 4)THREADED ROD AND COUPLER AS REQUIRED �N���1
<br /> ROOF „ 5)FOR STRAPS USE HALF OF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED
<br /> RAFTERS @ 6 O.C. * FOR CRAWLSPACE APPLICATIONS, USE STHDRJ STRAPS. FOR SLAB ON GRADE
<br /> GABLE END TRUSS (4) 10d NAILS KICKER TO^ PER PLAN •
<br /> OR RAKE WALL TO BLOCKING ' 8d NAILS @ 6"O.C. APPLICATIONS, USE STHD STANDARD STRAPS.
<br /> � ROOF SHEATHING TO H1 CLIP @ SE�( 1 ) ""' FflR MULTIPLE STUD POSTS, STITCH STUDS TOGETHER W/(2)ROWS OF 10d COMMON
<br /> ROOF SHEATHING� 2x4 KICKERS @ ! TRUSS TOP CHORD EA• R�►FTER FACE-NAILS @ 6"O.C. STAGGERED ALONG FULL HEIGHT OF STUDS. �, '
<br /> 48"O.C. I
<br /> �
<br /> \/ . �
<br /> /, '% CA3E A:
<br /> ' ;
<br /> (2) 16d END TRUSSED TRUSSES �BLOCKING IN EACH �
<br /> GABLE END TRUSS NAILS ROOF PER PLAN SH AT NG TO URE
<br /> Robert Reed
<br /> SHEATHED TO BLOCKING W(8d NAILS
<br /> ROOF MATCHING ALIGN A PARALLEL TRUSS OVER A R C H 1 T E C T
<br /> SHEAR WALL
<br /> INTERI(�R SHEAR WALL AND SHEATH @ 6"O.C. �
<br /> SHEATHING/NAILING � � TRUSS'r0 ROOF SHEATHING(MATCH TOE-NAIL �
<br /> FOR WALL BELOW SHEA1fHING AND NAILING OF SHEAR BL�CKING TO
<br /> � WA�L BELOW} PLATE W/8d NAILS
<br /> ,,
<br /> , .'
<br /> (SW1 U.N.O.) � . /- SECURE BOTTOM @ 6"O.C.
<br /> SEE(4) CHORD TO TOP • �
<br /> EDGE NAILING (2) 16d Ef�D NAILS P�TE SEE(4) '
<br /> SEE ( 1 ) (TYP. EA. END) SIMP. "H1"CLIP @ EACH -�'
<br /> RAFTER NO SUBSTITUTIONS � 4309 Olympic Boulevard
<br /> SIMP. "A34"CLIP �4 BLOCKING @ NPICAL FIELD DO NOT USE TWIST STRAPS) UPPER �
<br /> 48"O.C. IN FIRST NAILING SEE 2 � Everett,Washington 96203
<br /> PLATE TO BLOCKING BAY @ GABLE END � � SHEAR WAL� _
<br /> PER PLAN � P 425.349.�o�s
<br /> UPPER UPPER INTERIOR DOUBLE TOP � e robert(c�rreedarchltect.com
<br /> , SHEAR WALL SHEAR WALL PER PLAN PLATE a w www.rreedarchltect.com i
<br /> TYPICAL ` PER PLAN �
<br /> FIELD NAILING BASE PLATE TO RIM t TYPICAL FIELD W
<br /> SEE (2) JOIST(NOTCH FLOOR BLOCKING IN EA�H BAY, NAILING SEE(2) a .
<br /> SILL PLATE SHEATHING TO FIT, �
<br /> aEE(7) LTP4 CLIPS INSTALLED OR PARALLEL JOkST � , ,
<br /> ALIGNED W/FAGE OR •
<br /> 10d NAILS @ 3°O.C. DIREC7LY TO WALL FRAMING BASE PLATE NP�CAL EXTERIOR�
<br /> BASE PLATE TO SHEATHING Td FRAMING SEE(3) FLOOR TO RIM JOIST SHEAR FLOW W
<br /> RIM JOIST SEE (3) BLOCKING DIAPHRAGM SEE(3) CONNECTION3 @ v=i
<br /> EDGE NAILING UPPER FLOORS .
<br /> SEE ( 1 ) -
<br /> 2x BLOCK;kNG TYP�CAL INTERIOR I RIM JOIST TO W
<br /> BASE PLATE TO SHEAR FLOW
<br /> RIM JOIST SEE(3) OVER SHEAR CONNECTIONS @ SEE 4�TE
<br /> U u.� c� .,
<br /> WALL BEL.OW UPPER FLOORS � � z > N
<br /> SECURE LTP4 CLIPS - W ��y
<br /> DIRECTLY TO FRAMINGS � �.L. �
<br /> P� RIM JOIST TO TOP FLOOR JOISTS EDGE NAILING TO C� �
<br /> SEE(4) PLATE. LTP4 CLIPS PER PLAN TOP PLATE SEE( 1 ) � � �.
<br /> TYPICAL EXTERIOR SHEAR SHALL BE INSTALLED 2x BLOCKWG (TYP.AT ALL PANEL � W n/ G�
<br /> FLOW CONNECTIONS @ DIRECTLY TO EDGE NAILING @ 48"O.C. EDGES) ' '
<br /> LL �
<br /> UPPER FLOORS FRAMING SEE(4) TO TOP PLATE FIRST BAY = O
<br /> CANTILEVER JOIST (TYP.AT ALL LOWER EXTERIOR � �
<br /> TYPICAL FIELD PANEL EDGES) DOUB PELTATE SHEAR WALL PER PLAN �
<br /> z �- �
<br /> NAILING SEE(2) SEE (1) 0 O � W ,
<br /> �
<br /> LOWER EX ERIOR LOWER INTERIOR PT SILL PLATE Wl%2"flJ A.B. a' �M ~ 1J�
<br /> T SHEAR WALL PER PLAN �� � �� �� � W M �'
<br /> SHEAR WALL PER PLAN P'1'SILL PLATE W/%2'�A.B. MIN. MIN. 7 EMBED W/3 x 3 xY4 p � N W
<br /> 7"�MBED W/3"x 3"x Ya"WASHER ° WASHER @ 48"�.C.8�12" LL \
<br /> Ccz�48"O.C. & 12"FROM END OF FROM END OF EACH � �
<br /> N ��
<br /> BASE PLATE TO EAC;H MEMBER(U.N.O. IN SH�AR SEE 5 MEMBER(U.N.O. IN SHEAR w N W
<br /> RIM JOIST SEE(3) WALL SCHEDULE) SEE(5) , (8) � ) ��8) WALL SCHEDULE) � � '.
<br /> EDGE NAILING . ,
<br /> EDGE NAILING SEE 1
<br /> SEE ( 1 } MAIN FLOOR ° d ° 4 . ii ., a � ° '
<br /> 4 , a Q . . ii
<br /> BASE PtATE TO � FRA�MING a �i . a ; a ii FINISHED
<br /> RIM JOIST SEE(3) ° ° ��aa : a °J,Q� ���E , SHEAR V1/ALL AN D
<br /> PT Sll.�P�aTE a Q a HOLD DOWN
<br /> RIM JOIST TO T'OP �i. o; SEE(7) EDGE NAILING �
<br /> SCHEDULES
<br /> PLATE SEE(4) ii. ° SEE( 1 ) FOUNDATIOPI o. .
<br /> �� - FOUNDATION PER CASE: INTERIOR do . a °. � ��
<br /> %2" f�A.B. MIN. 7" EMBED W/3"x 3"x �. , PLANS/DETAILS THICKENED SLAB , °
<br /> Ya"WASHER @ 48" O.C. &12"FROM o FOUP�DATION PER °
<br /> END OF EACH MEMBER(U.N.O. IN 'o _. : PLA�!S/DETAILS REVISION:
<br /> SHEAR WALL SCHEDULE) FOUNDATION PER FOUNDATION ' ,
<br /> °�� °. ° CRAVVL SPAG� PLANS/DETAILS CASE: DATE: 07-27-16
<br /> DESIGNED BY: JBL
<br /> FOUNDATION o..: , ° , SLABAN-GRADE .
<br /> CASE: CRAWL ��DE . '
<br /> CHECKED BY:
<br /> SPACE ,
<br /> SCALE: AS NOTED
<br /> � SHEAR �LOV1/ DIAGR�M OF TYPICAL BUILDING SECTIONS PROJECTNO: E1114
<br /> SHEET NO: �
<br /> SA SCALE: 3/4"= 1'-0"
<br /> ` V� �,
<br />
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