|
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 />
|