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i : ` <br /> SIMP LSTA24 RIM BOARD e <br /> ! (2)STRINGERS @ 16"oc OR (1) FLOOR JOIST AT RIM BOARD JOINT JOINT, TYP .� ��� ' <br /> � ;� <br /> , _ STRINGER WITH 2x6 � 16"oc, TYP.-;�\ PER PLAN - .. � <br /> ' . <br /> TYP EDGE NAIL(NG, SEE NOTES FACENAIL EDGE STRINGER TO WALL � � <br /> : 3/8" MIN TO EDGE OF PLYWOOD W/ (3) ROWS OF 16d � 12"oc FLQOR <br /> SNEET & SUPPORT <br /> ; - - - - - - - FLOOR JOIST PER PLAN � � EQ ---E�--� � <br /> ; - - - - - - / x . . . ---. <br /> � <br /> _ _ _ = = _ _ — = FA�E �RA�N To BE � � 1204122 N D AVE N E <br /> PERPENDICULAR TO <br /> — _:- �oisTs ! s siMP �us HaN�ER S E A T T L E W A. 9 8 1 2 5 " <br /> '�i _ �� � . <br /> _ = = _ _ _ - <br /> , STAGGER PLYWOOD � BEAM PER PLAN: ZO6 365 2724 VCe <br /> _ = _ _ _ _ _ - - JOINTS, SEE PLANS � MIN (2)2x <br /> — _= = = _ - - - - STAIRS ,6d ��2��0� TYPICA� RIM BOARD SPL:ICE 2064992814ce1f <br /> � � <br /> � = _ = = NTS NTS _ . : <br /> - - - - - - <br /> _ == = _ = = _ - �. luckeyjo�comcast.net : <br /> � - - - - - - - - - 12�� LSL CONSULTANT STAMP <br /> - - - - - - TYP FIELD <br /> - (2)16d TO BLOCKING <br /> NAILWG PER NOTES RIM BOARD JOIST PER <br /> _ - = = _ _ = _ _ - PLAN <br /> �' ; <br /> , . . <br /> TYPICA� FI�O�R SNEATHI �IG P�Yw000 �oiNT <br /> AT TOP OF JOIST : <br /> . . . . . . . . . . �1 Tn . . . . . . . . . . . . . . . . . .. . . . <br /> � �OPMPLA E, TYP BL <br /> � <br /> , JOIST JOIST <br /> ' PER PLAN \ / � PER PLAN \ / 2x6 BLOCKING @ 24"oc w/ <br /> EDGE NAIL TO TOP PLATE \/ \/ SIMP JB26 TOP FLANGE PRo�ECT iNFo <br /> '�� HEADER PER PLAN /� BLKG /� <br /> -r-�_ _- = _ =T�= = = n- _ _ (2)2x TOP PLATE, U.O.N. / \ > � ,� / \ HANGER, EA. END , <br /> �� �� �� _ �� �► @4 -� o� FABIAN QUIR4�GA <br /> I l 1 I I I {I I I BLKG AT PANEL EDGES <br /> I I I I I► �� �� - AND AT 8'-0". EDGE NAIL 2x STUD WALL � 16"oc WALL PARALLEL TO FLOOR FRAMING RE F U RB P RO� E�T +�:; <br /> . II k� �� II _ <br /> , II -_ - - _ _ -- _ _ - - _ 2517EGRANDAVE , <br /> ; li I.I �� FIELD NAIL AT PERPENDiCULAR JOISTS AT PARALLEL JOISTS <br /> � �� �� �� ��� <br /> „ EVERETT, WA 98206 <br /> ; <br /> ,, ;; ►� ��► ;►-- „ ST�oS � �6 0� TYPICA� WAL� DETAII� : TYP � If� TERIOR WAL� SUPPORT PRo�ECT#: FUN�AooT�oN <br /> �� �� �► �► �� , <br /> NTS NTS DRAWN BY:ARETE' <br /> I I I I 1 i I I i I 2x SILL P�ATE <br /> II Ii If II I " <br /> � 2x STUDS <br /> ; I� II II If fl <br /> 2x STUDS , <br /> � II II II II II <br /> �I i� I I , I I I I I 2x PL 2x PL <br /> � 11 Il II II <br /> , I I I I I I I I I I (3)2x HEADER REI��,s��ATE <br /> i II II II II <br /> z <br /> , I I I i I I I l I I FINISH FLOOR LINE (2)2x HEADER (2)ROWS 16dPSiNKERS � � (3)16d BEAM PER P MARK oATE DESCRIPTION <br /> � 11- - - - -�.�_ - - 1�- - - RiGID INSULATION @ 12"oc, STAGGERED, TYP � X XX.)CX.XX XxXXXXXX <br /> KING STUD <br /> - 1/2" PLYWQOD � EACH SIDE <br /> 5'�i" <br /> I �������: '� �,i!}����_�: �a�0.� � <br /> II ��`�'��l:������ti�l�! ' <br /> , <br /> � <br /> TYPICAL EXTERIOR WAI�I� SHEATHI �IG �-2ST�oS , <br /> ', �I ii`ir� ri�iili��i:� �is���i�l�ir�k ;, s - _�..,��_.-•,4� ;., . � � 2x STUDS ` . • sE�r NOTEs <br /> � ����:�i�+�r ��:���l���-: .�.�.����r <br /> � <br /> , rtii��;;� 4 y ;� 2x PL 2 PL KING STUD � <br /> D . � ���I�1�1 � , ,, .:,� .ti,. t., ' � <br /> � <br /> ; <br /> ::::1 •�: .� .�. y,-� : . � �I��ti.��+.� r�' �.�)��I�)� T� � �I�(I�� WHERE WALL SIMPSON ACE PRINT pATE 2/2�12o1s <br /> ���.�.I,..��������.. 3^,��. �}j,':���, k�;� �� BUILT-UP IS PARALLEL <br /> PRINT TIME 9:56 AM . <br /> y�yy 4-x HEADER, POST CAP <br /> 't 4x HEADER, POST PER T0 BEAM. --� EA. SIDE <br /> , . . � . . �l.�..i�.�i�`f�..� .•�'ti°�r-�r � . . � � . . . � . . . . . . � � . � . . � . . . - . . . � <br /> . <br /> --�.� � � �,�,��-,���, `�-'t�: �� �,� �� TYP„EDGE NAILING, SEE NOTES AS NOTED PER PLAN <br /> ' '� . ��,�'�� � �'�,`�� s�. w�y_� �� AS NOTED PER PLAN PLAN SEE HD SCHED I"� <br /> 3/8 MIN TO EDGE OF PLYWOQD <br /> � � - �� °- �-�;, �....�; � �, 1 .�; , FOR LARGER BUILT-UP POST � <br /> ' .��� r�' � . � � ���� � ;� ���.;y� :,�r SHEET & SUPPORT <br /> � "� � � � �� ` � ' ROOF TRUSS PER PLAN 2x PL SECTION POST SIZE PER PLAN w <br /> � , ��� ��y � � �, �;� � �� _ — _ _ _ — _ - - : � <br /> � _ _ _ <br /> �._; � � � .�:. :��•�'� lr�r�t ' � � �" PERPENDICULAR PARALLEL <br /> � •$ �.,�� � � � '�� . ,�� � FACE GRAIN TO BE 5Y" 5%" Q <br /> � '; � �� a�����' �:�����.' € �L���f� � : � PERPENDICULAR TO <br /> I � � ,- � , �� - - _ _ � _ - � <br /> � �� � �� .,�• �, - - JOISTS � <br /> .., <br /> . <br /> . <br /> ., , ... <br /> �, <br /> � i� .. �� � .., <br /> � � � � �� � <br /> << .. , � � � � v� �,.��4 �... <br /> 3 �w ... � ����� -�-�� - - - - - - TYPICA� HEA�DER SECTIa� S TYPICA� BEAM TO WA�� CO�INECT10�1 ao �� <br /> ; � � �� - - - - - - _ = = STAGGER PLYWOOD -- � <br /> A� � <br /> {� � �, , �= JOINTS, SEE PLANS NTS C� W <br /> �.. <br /> � �� <br /> ..;� . <br /> - � NTS � N J <br /> ; �; -a._ w��:d-'�'�i� y`•� �,�� _ _ _ _ = _ _ - = 2 2x TOP PLs, TYP. � cC °0 <br /> , �,� x��� ,� � � ) � � � <br /> ', � � �.� �.� w c.� Q = <br /> I �� . . - - - - - - - - - : <br /> . <br /> . t �y' .+..,, r �,„ ; ,� , �, � �..` � , . . . . . . , <br /> {. + , a - . <br /> ';3���.�'.�°r��fi�4wa Pr91��3l.��,.� �.r� f^� �.,. ..� �"� — — — — — — — — — _ _ <br /> , a ,, ,.,,+ ''" J <br /> .. •. . � � <br /> . .� •a . � � <br /> � <br /> ; r���x�n�+.�n� ���r�' �;��} .�.,:.r- � •w�.4, �°•�..�,, �•.,y, i TYP FIELD � (2)2x TOP PLs, TYP. , » , » � i� <br /> „, w w,,t.� .�, - - - - - - - - NAILING PER NOTES 4 -0 MIN 4 -0 MlN ,, � � <br /> � � ��,,,.,�: �{ - - - - - - - - - � (1) KING STUD FOR 16d � 12 oc „ 16d @ 12 oc Q C� �-- � '', '� <br /> V -•.p. ��,.¢ , - -" — <br /> _ � ...� ���' s. � , I � WINDOWS < 6,_�„ STAGGER TYP 2 MIN STAGGER, TYP W � � Q <br /> _ � _ C' w �-.- <br /> � � . <br /> ' . . ' . . ' ' . 3`� +�� I _• ''y, , . . . ' . _ _ _ � _� - _ _ - , . . . . . . . . . . . . .. . . . . . I . . � . . I <br /> I ,,, ,_ - - - - - - - - � (2) KING STUD FOR Q � W t!� <br /> °s4 t5� <br /> - �s rs�.,;p fa• c�"•: . . . . . . . . . . . ' <br /> � �� ,r, 16d (� 4"oc WINQOWS > 6'-0" . . . . . . � . . . . . . . � --� L� <br /> �:,� ��:'' . TYP HEADER T0 EA. 2x a N W Q <br /> .,y� ,�s��.• � � NOTE. <br /> PER GENERAL � <br /> ' ����,����•L•• ALL ENDS OF PLYWOOD SHEETS T0, SPLICE QVER CL JOISTS OR SUPPORTING NOTES, BEAM � OF; HEADER 2) 16d EA SIDE OF � � <br /> ��� - � y�.•�,1,,��.�t' V'°•��. �,, MEMBERS. PANELS LESS THAN 12 IN WIDTH SHALL BE BLOCKED AT ALL EDGES. i (1 JACK STUD FOR OTTOM PL SPLICE a <br /> , . . . . � . . . . . �•u'T.l�S��d •�_���:�'.f�r 1��.r°.�1 V`�d�� . . � . . . � . . . - . . . . . . . ' . � . � . . . . . . � � . � . � � � . . � . . ' ' . <br /> >> PER PLANS <br /> , .- . , .r .,. ..; �.: a I � I WINDOWS < 6'-p�, PLAN �" <br /> ����.����. ���.3 l�ir��� ����t� �:::�1�. I C A L. R A TH I V G �2) JACK STUD FOR : � <br /> , WINDOW SILL WINDOWS > 6 -0 <br /> SEE ARCH TOP PLATE SPLICE BQTTOM PL SPLICE Q <br /> � AT STUD PL, TYP AT STUD CL, TYP ' <br /> � 2x STUDS @ 16"oc, (� <br /> 2 TYPfCAI� SIDNG DETAIL <br /> i TYP U.O.N. ON PLAN � <br /> � � <br /> I SILL PLATE � � <br /> 'I <br /> 10 Nor To sca�E I SEE PLANS & . <br /> � I SHEAR WALL sH�ET NUMBER � <br /> �f SCNEQULE '. <br /> , . <br /> ELEVATION <br /> � <br /> : TYP{ CA�. STUD FR�A�11 �1G DETAI � TYPICAI� TOP PLATF SPI�ICF <br /> � �. � <br /> � <br /> . ��������� ��� ������ <br /> I E GRAND DUPLEX REFURB DECEMBER 2017.pIn;A 101 IYPICAL STURCTURAL DETAILS;10�%;Z/21/2018 9:56 AM . � .. � � � � .. .. � � . � � . � � � . � � .. � � � .. . � � � � � � .. . � � � .. . . � .. � � � � � . . . �� � .. . . � � . . � . . � � � � . : � � . . : ' ��. <br />