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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 � UNPUBLISHED WORK 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� <br />