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<br /> , . . . . . .._.. ..'____ ._.-_.. _ . .. . . . . . . .. ..... . �.. .:.�,,..
<br /> . _ . . .. . .... . . .. . . . . . . . . . � . . . . . . . . . . . . �.- :.�.
<br /> NEL ED E �I ..
<br /> PA G
<br /> FASTENERS, TYP FASTENING AT COMPRESSION • -
<br /> INTERMEDIATE � � ,
<br /> SHE.AR WALL. �H�DUL I�C � . � .
<br /> S E 2015 R IN TY
<br /> F AM G, P
<br /> � � , I LD-DOW
<br /> FASTENERS AT .............. .... .......... ................ ..
<br /> ........... .....
<br /> HO N
<br /> WALL MINIMUM STUD TOP AND BOTT'OM PANEL EDGE BOTTOM TRACK FASTENERS ALLOWABLE SNEAR ;�; r
<br /> TYPE SHEATHING TYPE SIZE TRACK SIZE �NTERMEDIATE FASTENERS TO TOP 7RACK TO COiVCRETE CAPACI7Y (PLF) �
<br /> FRAMING
<br /> I 3z" STRUCTURAL 1 7/8����� S/HD8S °. , �, ,
<br /> SW-1 EXPOSURE 1 GRADE S162-43 � T200-54 #10 SCREWS #10 SCREWS (2)#10 SCREWS 468 I i "
<br /> � @12" OC a� 6" OC @12" OC
<br /> ` � PLYWOOD SHEATHING BL.00KING AT I I
<br /> PANEL EDGES, I I SECTION A-A
<br /> - 3Z' STRUCTURAL 1 7/8„QJ" S/HD8S
<br /> TYP � .
<br /> � SW-2 EXPOSURE 1 GRADE S162-43 '� T200-54 #10 SCREWS #10 SCREWS (2)#10 SCREWS .
<br /> �--� I
<br /> @ 12" OC @ 3" OC @ 12" OC j1065 I A-A I
<br /> — — — — — — — — — PANEL EDGE � .
<br /> PLYWOOD SHEATHING � FASTENERS AT ,
<br /> � COMPRESSION I�I HOLD DOWN
<br /> �NOTES: I', STUDS, COMPRESSION � �� PER SCHEDULE
<br /> 1. PROVIDE STUD BLOCKING AT ALL PANEL EDGES. il
<br /> DISTRIBUTE STUDS PER PLAN � �
<br /> 2. MINIMUM SHEATHING PANEL WIDTH SHALL BE 12". :: ' ' : : ' ' ' ' ' ;: EQUALLY OVER � I BOTTOM TRACK
<br /> ` .. : : �II :: ALL STUDS IN :
<br /> 3. ACTUAL STUD THICKNESS MAY BE GOVERNED BY WALL STUD SCHEDULE PER PLAN. :: . . .. BUILT-UP � ` � , �"
<br /> SECTION, TYP � '
<br /> � � ,
<br /> — — — — — — — — COMPRESS ON -
<br /> �"° /� c ( � I
<br /> V� �/��WAL L `.7 C� �D�.J L� � STUDS AT HOLD T/STEM WALL . —
<br /> I DOWN PER PLAN . � � � � '. � �
<br /> � NO SCALE , . �
<br /> ,
<br /> „ „ -
<br /> � P .
<br /> TY
<br /> � C
<br /> • 7 AN HOR W
<br /> , ( 1 II . , . I8 Q1 ROD /8
<br /> i SHEAR WALL .4 � 4 Q EMBEDMENT
<br /> � � :: o � a :: ,
<br /> � TRACK PER PLAN � :: � I� SMEATHING PER d . ' d • Q '
<br /> DRAWING S7 . a • L.I. .
<br /> ' . ........ . ...... • •' � a 4 ' .
<br /> TOP TRACK SPLICE .: ....... .. .. ...• . . .: .:.......'I......... :: .
<br /> T150-54 TOP TRACK �
<br /> HOLD DQWN PER • •
<br /> AT BEARING WALLS. ' " ' • �
<br /> SCHEDULE, TYP d ' � 4 '
<br /> ( SEE A/S12 AT �; �� PANEL EDGE ;; � d a • ' Q .
<br /> SHEAR WALLS. I I � � BRIDGING ANCHORAGE � C/S12 FAS7ENERS I � . d_ • � �
<br /> d , ' '.
<br /> I O I I I �.��TYP II � . � ' � ' .
<br /> a�.� � � � � d � . � . .' ' . �
<br /> -� I I I I WALL STUDS ' � .. 4 l� ' . '
<br /> � PERPLAN �Y� �� �0�1�W/"'1LL �I �L�V����N d : d � a , .
<br /> � HEADER PER I I I I �
<br /> � SCHEDULE I I I I � 1/2" = 1'-0" '', ;
<br /> a.�
<br /> I I
<br /> I
<br /> I
<br /> � IQI IQ � ',,
<br /> � T'YP I��LDOWN D��AIL
<br /> , � � � �
<br /> o ii ii o �, � :
<br /> Q ii ii , � _ �
<br /> v � i 1 1/2" - 1'-0" �i
<br /> � , ;1 H is�z i i , � � His� � i T Y P I C A L. I N A L L H E A D E F Z S C h 1 E D U L.E ,,
<br /> - ..
<br /> j l � _ � � � � / � O � BRIDGING MAX R.O. WIDTH HEADER I _ _ '
<br /> �I � I I I I I : i STEEL DECK SHEET �
<br /> �
<br /> i � I i � � I 6'-0° 600S250-54+ (2)600T150-54 �I WIDTH �
<br /> � 0 I
<br /> I O � I � I 12'-0° (2)800S162-54 + (3)600T150-54 II � ,
<br /> � SILL PER I i I I , TRADEREADY RIM .
<br /> SCHEDULE I Q I I � I � TRACK BELOW
<br /> ,I �j I I I I TYPICAL WALL SILL SCI"�EDULE I, OVERLAPEONE PER PLAN �
<br /> , I� I I I I � DIAPHRAGM
<br /> .�, a , _ � � � � � , FLUTE MIN
<br />, , � � �a �N I I I I MAX R.O. WIDTH SILL �'i I FASTENERS AT
<br /> � Q � 6'-0" 600T150-54 I INTERMEDIATE
<br /> � I I I I
<br /> I ` � FRAMING
<br /> O T150-54 BOTTOM TRACK I I I I I� o � o PER PLAN
<br /> � SEE A/S12 ATWALLS. I I I f ',, 12'-0" 6005162-54 + (2)6QOT150-54 — — — _ _ �
<br /> � SHEAR WALLS. ' � LAN FLUTE MUST
<br /> � BOT TRACK SPLICE TYPICs/�Io STUD FAS`�ENINCa SCI�IEDl1L� �'',
<br /> � i D ON
<br /> TRADEREADY RIM
<br /> � WINDOW OPENINGS DCOUR OPENINGS TYPICAL WALL LOCATION FAST�N�RS NOTES I�, I TOACCOMMODATE � ,
<br /> ' � #10 SCREW EACH FLANGE FLANGE WIDTH S200 OR LESS ° � STEEL
<br /> � DECK EDGE
<br /> �y, T�P L I��� �AV � V V/"�L L �L�V/��I�I `� t„7� ��H �D U L�� STUD-TQ-TRACK � i I ATTACHMENT
<br /> � � �� _ � �� (2)#10 SCREW EACH FLANGE FLANGE WIDTH S250 OR GREATER � �
<br /> -� 1/2 - 1 -0
<br /> �j BACK-TO-BACK STUDS (2}#10 SCREW @ 24" OC ° � g I WALL STUDS
<br /> 2 GAUGE WEB FAS7ENING a � �
<br /> Na� �
<br /> #10 SCREWS II!
<br /> z I
<br /> , i �f @ 24" OG, TYP INO AT WALL CORNERS, SEEG/S12 �, W i - .
<br /> �i � _ � >> 2. SEE ARCHITECTURAL DRAWINGS FOR NON-STRUCTURAL WALL TYPES. I I
<br /> II � � WALL STUDS 3. ALL BUILT-UP HEADER AND SILL MEMBERS SHALL BE CONTINUOUS OVER THE FULL OPENING WIDTH. ALL � �
<br /> � � � B U I L 7-U P P O S T M E M B E R S S H A L L B E C O N T WU O U S O V E R T H E F U L L H E I G H T O F T H E S T U D, o 0 0 �o
<br /> i �
<br /> � � i � BOT TRACK PER PLAN
<br /> �
<br /> ' � ,� �I �
<br /> � T150-54 W/ 'I
<br /> �
<br /> � �- STUD OR TRACK � � (2}#10 (4}#10
<br /> ' � O 33 MIL MINIMUM � I SCREWS SCREWS � �
<br /> � 0 � � TO EA LEG TO POST ' I
<br /> a� U WALL � � ;
<br /> -`-' TRACK — » 2 #10 �
<br /> � — � STUD 1 2 I � ) � � �
<br /> c� o TEE INTERSECTIUN ALT�RNATE TEE i �' scREws _ i i � io
<br /> @ 24 OC ° POST PER � � POST PER � DIAPHRAGM END LAP
<br /> _ +, v� o o FASTENERS PER
<br /> IN�ERS�C�ION PLAN � � (2)#10 PLAN I
<br /> , � + � � #10 SCREWS � I 2" � SCREWS @ I � PLAN
<br /> � — @ 24" OC, TYP � L � 24.�� pC I
<br /> • �. „ HEADER PER #10 � \ I � o DIAPHRAGM SIDE
<br /> ' ; , E-- J 1 D/S12 SCREWS @ ° - � , DIAPHRAGM
<br /> >, Q IWALL STUDS MIN 24 OC, TYP o I LAP FASTENERS I PANEL EDGE
<br /> � X �� o o PER PLAN � f
<br /> #10
<br /> � m L � SCREWS @ � FASTENERS , ,
<br /> � �j 54 MILx1 1/2x1 1/Z x 24" OC, TYP 54 MILx1 1/2x1 1/2 x ', — — — - - ° � o i PER PLAN =
<br /> .
<br /> � � (STUD WIDTH-1") W/ HEADER (STUD WIDTH-1") W/ I
<br /> I MATCH WALL (3)#10 SCREWS PER (3)#10 SCREWS � �
<br /> — 5TUDS EACH LEG TOP & D/S12 EACH LEG TOP & ', �
<br /> � m BOT BOT !I i �
<br /> � �; TRACK FIVE PIECE FIVE PI�CE HEADER THREE PIECE HEADER THREE PIE�E HEADER , .�
<br /> i ~ CORNER ALT�RNAT�E CORNEI� ' JOIST PER PLAN, 7YP - .=
<br /> , cn HEADER SECTION JAMB CONNECTlON JAM� CONNECTI�N � .
<br /> o —
<br /> , � N TYP STUD ��RN �R FRAMINC� Y T fi
<br /> � N
<br /> T P � U � �ORNER F�AMIN� I�YP DIAPF� RACM �A,STENINCa C�ETAIL . :;
<br /> Y � � � 1 1/2" = 1'-0" � 1 1/2" = 1'-0�� � 1 1/2" = 1'-0��
<br /> � , Q T '
<br /> � o '
<br /> —- D• pl�,
<br /> � �.,.�-- - F as Drpwing No. , ;.
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<br /> - _ - ��. G � y COMMUNITY TRANSIT
<br /> � � - � c , Drawn By Date SCALE ..
<br /> O a — 1601 5th Avenue, I DYL 1 5 2017
<br /> . ,
<br /> � � � 1 .
<br /> � ., ;. . �
<br /> / � � � a Suite 1600 , I Designed By Horiz
<br /> � �� �.�� ��� � ._ ti�
<br /> �
<br /> �.
<br /> ', ��S , 5 20,� SEAWAY TF�'ANSIT CENTER
<br /> ._ � Seattle,WA 98101 ' E-�-
<br /> � -� - _ � - _ .,:,� .. � I � , �PERM T S .
<br /> � �� Checked By Vert Sheet No. �
<br /> � � =' � ! -_�_,_ 206.622.5822 s� . ; 5.�����` z7aez ' JOS 1 5 2017 .
<br /> � �"� www.k ff.com ���������.,� 0 4 � ,
<br /> _'_' � — _ -� p �� SIONALEE���4'4� \�h'� � APProved By Project Number f� iI X X ' .
<br /> � x No. Date Revision BY APPr• � CDO 1 5 2017 115067 L( � �T �/�V E � ETA i L�� ��
<br /> a. of Total ,
<br /> f II I�i
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