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SYM. AB'T
<br /> SI-IEARIUALL PER PLAN
<br /> lSl-I't'G NOt SI-IOU1N FOR GLARItY)
<br /> � UNPUBLISHED WORK
<br /> SNE,4RWALL EDGE � 2(71 1 aHackworth Group Architecture/Planning,p�
<br /> IUALL ABOv� BEAM�� NAILII�1Cs FOR GONN. - {2) 2x OR 4x
<br /> ' TO BE GONtINOUSLY �� OF SI-IEATI-IINCs TO I-{OLDOUIN StUD
<br /> �RAMED Wltl-! 2xC7 #-{�*2 � I-IOLDOUIN STUD
<br /> AT 16" O.G. CtYPIGAL) �
<br /> GONtINOUS t0 RO� 16d At �" D.G
<br /> � 2x 51'UD w/ '
<br /> 10d � 3" o.c. — StRAP tYPE NOLDOU�N
<br /> MAIN �LOOR— FULL LENCsTH P�R PLAN
<br /> St6224 StRAP. WHEN UIELDED BY SHEARWALL MAIN��OOR (StA�sEREDI .,,, '"
<br /> � MANUFAGtURER, StRAPS ARE 14 GA X ?,1�" EDGE NAILINCs B�� tOP OF � P.t. SILL PLATE r - .�r ,,;-� � ;r�;;.� «� ..
<br /> AND ARE AttAGI-IED WItN A FILLEt WELD. GONG. WALL w/ ANGNOR BOLtS ,
<br /> I PER FOUNDAtION '�
<br /> WHEN APPLIED IN tl-IE FIELD, St6224 C�'JR EQUAL) 0 f � PLAN �� �;r< , .�¢�,'" � �����x���, %, � �U�
<br /> MAY BE AttAGI-IED lUlti-� 10-�10 X �1'�" SELF r, � � ,' ' � =� t���Y,',�����','. �=��
<br /> � tAPPiNG SGREt11�. BOta-I StRAP tYPES At'tAGI-f FOUNDAtION WALL � � � � j � � � t �! t' � ;� � l � � P1 9 �1 �
<br /> TO 1-�EADER WITH (14) l6D --GOLLEGtOR BEAM. j
<br /> + � � GONt. a-I/s"xl6-1I2" GLULAM 3815 S.�thellca St. S#e. 100-341 Seattle, WA 98118
<br /> ---- (61 Y.�"�t3" USP SDS SCREI.Us INStALLED At MAIN FLOOR +�EIGNt lP R HOLDOIL�i
<br /> 206-443-1181
<br /> ' tOR EG2UA�� 1`ANEL �� MANUFAGtURER'S
<br /> � �'O 4-4EAD�R Sd AT 6 C?.G. -- �pd AT 12" 0,�, REQUIREMENtSJ
<br /> EDGE NAILINCs
<br /> tOP OF �`"�
<br /> . / FOOtING M4 BENt AND ,��
<br /> 0 EMBEDDED IN `� .rt�t� `
<br /> f � o � �, �ooTir� �
<br /> , •� � Q a a � �`w •�' y �`
<br /> - — � �y ' Q. q '� '�
<br /> � t} � :
<br /> a3'� j cj ��1 �
<br /> , O �� __ tOP PLATES ��� `� � �C3f3TIN�*� �tt�'�,��� 7SF���`���'�`�
<br /> ___ I-IE,4DER �I�Tt�Lf �
<br />� PER PLAN
<br /> ADDItIONAL 2x6 STUDS PER �� ����f�r ��7��� 18 �����' I '� ������
<br /> ��� � � ����
<br /> w f' PLAN A'ttAGl-IED t0 FRAME I « I �,�,�
<br /> �� '� Wltl-I SDS At S" O.C. 2.� ������_��� 2.2 1°=I'-0��
<br /> Z p �
<br /> � ✓ _-T{_ _ I-IARDY FRAME-� I-IARDENED ROUND,
<br /> - I-IARDI' FRAME TO BEAR ON PANEL
<br /> ' ��"' � GONGREtE. ADJUSt STEMIUALL I-IEIG{-lT � �qS ERS Rt GRADENS I-IEX NUT.
<br /> � Aa+ REQUIRED FOR PANEL PER PLAN
<br /> � I� t0 F I t AS SI-IOIUN.
<br /> �
<br /> � ^-1-IAi�3ENED ROUND,
<br /> SYM AB't'
<br /> 1-1/8" DIA. 7HREADED-=- l21 SAE OR t2) ROUND-FLAT WASI-{ERS MOISTURE BARRIER
<br /> ROD I-IOLDOWN BOLt � / AND GRADE S I-IEX NUt. RECC}MMENDED � �, SI-IEARIUALL PER PLAN 7806
<br /> (USE MOISTOP, 15 RE�ISTERED
<br /> (AS?M F1554 GRADE 30) � �T
<br /> \ � �A R��R TIE (60KSI) FELt OR EQUIYALENT) (SI-IEATI-IINCs NOT SI-IOWN FOR GLARItY)
<br /> \ �r 1��" ROD DOLDOW�I BO D� � A7 OPAR 71E lb@K511 - ' �w�
<br /> �� . P�ii� MCCUL ()UGti
<br /> � —NOLDOU�N POSt PER SGNEDULE
<br /> � ��
<br /> MIN IASTM F155� GRADE 3t�) USE SI-IEARWA�L EDGE NAILINCs STATE OF WASHlNGT{lN
<br /> � � � ��—'� FOR GONNEGtION OF SN't'G ��_SIMPSON SDS I/4 x 3
<br /> �Q t0 PO�T CtYP.) WOOD SGREWS
<br /> � ��
<br />. - �I �
<br /> ^ �- �I) � NOLDOUIN PER PLAN
<br /> -�� �- r- �
<br /> -NOLDOU�N ANGNOR
<br /> � PER SGHEDULE PROJECT NAME
<br /> • I-IARDY �R4ME � P.T. SIL� PL.,4T�
<br /> BOLt BRAGE(HFBB) -
<br /> . '�t TOP OF
<br />� � NUttPLAtE/NUt � �G. WALL { P`A���� BaLt�
<br /> - P���a������o� PLAN A2 2 2
<br /> � - 'f *4 BARS L.W. , -7 *4 BARS LlU.
<br /> � WALL S7UD ItYP.)
<br /> �� • • • +�4 MIN. REINF. �� IUALL SI-I'T'G INOt tirNOUJN)
<br /> � �- • • (PER I-IOLDOWN t0 BE GONtINOUS 11NDER
<br /> _� � � � MANUFAGtURER'S LEDGER
<br /> REQU I REMENtS)
<br /> �4 A� 12" 0.�. S,Ul. � -+�4 A7 12" C3.G. �.W. � Ft�UNDATION W,4LL 3-16d � EAGI-I STUD
<br />, � � ROOF SN't'G w/ EDGE
<br /> 223'" PER PI.AN 2t?�" � 2�" g" �{�y�� �NAILING t0 LEDCs�R
<br /> r°P °� PREMIER
<br /> FOOtINCs � - �4 BENT AND �
<br /> �gu � EMBEDDED IN
<br /> . ����,���o� ���u� ,� t .4 � a . �oot�►� COMMUNITIES
<br /> ��C�I O I V ROTAtE tN I3 DOWEL �, ° . �
<br /> 3�1i" AT GORNER � ��' ���•_ � ��
<br /> APPL I CAt I ON �
<br /> �9 ������ ��QI �1 I �Jt'f���W�l-L �� I ��L � � ,� ' �,-2x6 (MIN.) LELXsER
<br /> 2.2 c+► � ` ' ' OR tRUSS tOP GI-IORD
<br />' �Yrt. aB�r� 1-� �O�I�OI� 1���,41� f�, L�D��R D�T,41L
<br /> S4�EARWALL 2.2 1 -1 -f�'+ 2-2 1 =1 -m
<br /> ____— �-..-- ��_ � �� �� � ��
<br /> rs+��r'G NOT SHOUIN DRAWING TITLE
<br /> • FOR GLARItY) STi�U G TU i���.
<br /> SYM. AB'T' �ERE MStG tIE StR,qPS ARE------- -�'�-USE SNEARWALL EDGE ��T� I 1..•�/
<br /> SPEGIFIED USE DBL. StUDS � NAILINCs FOR GONNEGtION FLOORtIE StUDS---�
<br /> SHEARWALL PER PLAN —� OF SNT`G t0 EAGN StUD PER SGHEDULE � -�LOORtIE StRAP
<br /> {SHEATHING NOT SHOWN FOR CLARITY) I ?
<br /> .,,� �� PER PLAN
<br /> tIE STRAP`- �� �
<br /> �'ER PL,AN ��I �`��'�
<br />' -�-+--- 4x6 DFL�1 POST FLOORTIE StUDS-�.,�. � Q� ��ooRti� sruos�, ISSUED 285�PT2�311
<br /> USE SHEARWALL EDGE NAILING PER SGNEDULE R�M RA�L I ' Z UPPER FLOOR PER SGHEDULE '`�
<br /> F(7R CONN�C'fION OF SH'T'G �, FLOORtIE StRAP �� SUB-FLOORINCs '` --_FLOORtIE StRAP JOB NO. 1913
<br /> TO POST (TYP.) � --BRACKET' TYPE HOLDOWN �i, /��P�R PLAN +�_---�� � �.y PER PL,AN
<br /> � j PER PIAN b�������:-�
<br /> � DRA�N BY TL�
<br /> � / --7/8" DIA. THREADED ( F21M 'TRU58
<br /> Roo
<br /> CHECKED BY
<br /> ��, �� c�r�t��.��� REVISIONS ___
<br /> FLOOR
<br /> f� STRAP
<br /> 0 (�l �---FLOOR BEAM 1 �
<br /> � Rl�i JOIST
<br /> PER PLAN / ...��.�`..—.. G�NT�RJ_IN�
<br /> , / I +�- Np7�: tF 4-IEADER G� 51'R�4P
<br /> SC��II� BLOGKINCsJ I � �i INTERV'ENES, IURAF' �-1�AD�1� P�R P�AN
<br /> ' � „ � ���G,����t�� W� AND NAIL �tRAP t0
<br /> � I-IEADER ,4itiiD tIE
<br /> Ca.., I-IEADER At EAGI-I END
<br /> �`-`WRAF` END OF StRAP � z TO WALL STUDS BELOW ��'�Q�R �� ��''�'�
<br /> � !1!
<br /> AROUND FLOOR BEAM w/ C1) L9tA21
<br /> AS REQUIRED DUE TO ` -� -� ` .
<br /> StRAP LENGtI-I —111RAF' END OF StRAP
<br /> USE SI-IEARWALL EDGE AROUND FLOOR BEAM
<br /> NAILINCs FOR GONNEGTION �LU124P END OF StRAP AS REQUIRED DUE t0
<br /> -`� -- OF SI-IT'Cs t0 EAGI-I STUD AiCOUND FLOOR BEAM StRAP LENGtI-I
<br /> AS REQUIRED DUE TO
<br /> � 4x6 DFL�1 POST S+�EARWALL StRAP LENGtN •
<br /> . � ---��
<br /> . i� �LOOR TI� D�T,41L 1� �LC.�c���l� 1���,�I� t� 7��'i=IC,4L �LOOR Ti� D�T,41L �� ��.00,��'.��� 1���,41�. 1� FLOC���I� I���,41�
<br /> . 2.2 I"=I'-0��
<br /> 2.2 1"�l'-m° 2.2 I"=I'-2�" 2.2 P'=1'-f�" 2.2 1"=1'-0��
<br /> �.���' �s� ��1��."���
<br /> r���JI�V`���? ��r� ����87�
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