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1 2 3 4 5 <br /> TOP TRACK SPLICE <br /> p PER 5/S8.04 --- . <br /> T150-54 TOP TRACK PANEL EDGE FASTENING AT � � � <br /> AT BEARING WALLS. FASTENERS. TVP INTERMEDIATE <br /> SEE 11/58.03 AT <br /> SY.EAR WALLS. . � �� FRAMING, TYP - <br /> T/SHEATHING � • • ' � <br /> � �� . � __ . . ..........._...... . ........ :. . . . .. . . . . .. . . . . . . . . . . . . . . .._: . . . .._.. .. _ STA6CeERJOINTS <br /> I I � I _ _ � -� - - BftIDGINGANCHORAGE . . ,: " � IFORIENTING <br /> I I _ I PER11/58.04 . �' . . . �' ... PANELS <br /> _ ' . . <br /> IO � ._ - � - � IOI . . � . . HORIZONTALLV <br /> I I - � - - I I WqLL STUDS <br /> I I - - � I I -_� -� pER SCHEDULE " ' ' ' ' ' ' ' � � -- BLOCKING AT <br /> 11/58.03 " � � ,� � PANEL EDGES <br /> I I I I TO MATCH STUD <br /> HEADER PER I I I I � SIZE, NP � <br /> SCHEDULE � � - - _ IQI IQI <br /> i I i i � TYPICAL WALL HEADER AND SILL SCHEDULE ' - — = PaNE� eoce <br /> , _ <br /> I I I I U �.. FAS7ENERSAT <br /> ��.., � I. I I I � MAXROUGNOPENINGWIDTH NEADER SILL ' S�UDSESSION rr y�yFihnavenue,suirelsoo <br /> I...� I I � ' ' �77'l'�"� Seattle.WA 98101 <br /> �'� I I I I -- a �ISTRIBUTE tL/ll 306.633.SeE3 <br /> . ' O Q '�:' 6'-0" 6005250-54 + (2) 600Tt50-54 600T150.54 „ ' � ' ' � � E�UALLYOVER y <br /> I I I I ! BRIDGINGPER . . . . .4LLSTUDSM tpx.mm <br /> � I I I I 9/58.04, TVP '12'-0" (2� 800516&54 + (3) 600T150.54 fi00S162-54 + (2) 600T150-54 '� BUILT-UP <br /> _ � SECTION, NP <br /> I I � I I — — — — — — — — — _ <br /> � .�; . � .-: . :-: . :-� �-� ' � COMPRESSION • • • • <br /> SILL PER I I I I � ' � <br /> SCHEDULE � . ; I O I I O I ' ' � '. STl1D5 AT HOLD- <br /> i i i i TYPICAL STUD FASTENING SCHEDULE • oown PeR P�nn. <br /> n <br /> I �� I I � . TVP P . <br /> I I I LOGATION FASTENERS NOTES � . �'�� � -��— SHEARWALL P��oe RasH��9� <br /> T150-5480TTOMTRACK � � I '. I ��' I ��� SHEATHINGPER > yFQ y <br /> C ATBEAftWGWAlLS. I I � �� I I ' I , il ' 11/58,03 � <br /> #10 SCREWS EACH FLANGE FLANGE WIDTH 5200 0R LESS <br /> SEE 11/58.03 AT I I � 4 I I � „I � - <br /> SHEAR WALLS � � O � S8.04 I O I STUD-TO-TRACK <br /> . . . . . :����. <br /> I I ' � I I . (2) #10SCREWSEACHFLANGE FL4NGEWIDTHS2500R6REATER �_; �������� ��� � �� � � � � � � � � � HOL�-DOWNPER `? �.e �a' <br /> 003fi4i5 4 <br /> PLAN� TVP °r+�aat C+'°� ���' 1 <br /> � BACK-T0.6ACKSTUDS (2) N10SCREWS@24' OC, 2" GAUCaE WEBFASTENING a 9 � FASTEN RS u ess/oNp� E�G �`�� <br /> '- BOT TR4CK SPLICE PER 5/58.04 �' POST AT JAMB 58.03 TMP �g <br /> ti <br /> PERPLAN, TVP NOTES: <br /> WINDOWOPENINGS DOOROPENINGS TYPICALWALL 7. ATWALICORNERS, SEE6/58.02FORSTUDFRAMINGAND6/58.04FORTR4CKINTERSECTION. � � � � � � <br /> 2. SEE ARCHITECTUR4L DRAWINGS FOR NON-STRUCTURAL WALL TYPES. <br /> 3. ALLBUILT-UPHEAOERANDSILLMEMBERSSHALLBECONTINUOUSOVERTHEFULLOPENWGWIDTH. ALL Warehouse <br /> BUILT-UP POST MEMBERS SHALL BE CONTINUOUS OVER THE FULL STUD HEIGHT. . <br /> 4. TRACKSHALLMATCHSTUDWIDTHUNLESSNOTEDOTHERWISE �PICAL COLD-FORMED <br /> Bathroom Expansion <br /> � TYPICAL STEEL STUD WALL ELEVATIONS 4 SHEAR WALL FASTENING FOR <br /> „z� = , -o�� „z• = , -o• <br /> Teague/ Boeing <br /> AT <br /> , , 6000 - 23rd Drive West <br /> �i � COMPRESSIONSTUDS Everett, Wa 98206 <br /> aEascHeou�e ` SHEAR WALL SCHEDULE (2015 IBC) <br /> .`-> <br /> A I FASTENERSAT PERMIT SET <br /> � WALL MINIMUM STUD SIZE TOP AND BOTTOM PANEL E�GE BOTTOM TRACK FASTENERS ULTIMATE SHEAR <br /> SMEATHING 7YPE INTERMEDIATE <br /> TYPE SEE NOTE 3 TRACK SIZE FA37ENERS TO CONCRETE CAPACITY (PLF) 08/21 /2017 g <br /> .. - - HOLD-DOWNPER � HOLD-DOWN FRAMING <br /> B GOMPRESSION SCHEDULE . - - ' - PER SCHEDULE <br /> STUDS PER #10 SCREWS #10 SCREWS 51/2" EMBED @ ifi" OC <br /> y <br /> SCHEDULE — � � � SS-2 7/16" OSB Si62-03 T150.% � �p^ OC @ 2 OC 1z� 9 �' - <br /> — BOTTOM TRACK . � Th s tlrowin s <br /> �' t. Copynght 201] Dykeman, Inc. <br /> � 2. The Architects Instmment of Professional Service. <br /> #10 SCREWS #10 SCREWS 5 1/2' EMBED @ 24" OC 3. For use an �his pmlec� onty Ob�ain Amhi�eds <br /> S53 7/i6' OSB 5162-03 T150-54 � �p� OC @ 3" OC 927 written permission lor any other use or reprotluction. ' <br /> T/SLAB <br /> . t <br /> SECTION A � � <br /> . <br /> , '�.i � #10SCREWS #10SCREWS 57/2' EMBED@32" OC <br /> . ._�_. . . 741 <br /> . , SS-0 7116 OSB 57fi2-03 T150-54 <br /> . . ANCHORROD <br /> 12 OC 4 OC <br /> /` w PER SCHEDULE <br /> � � 2017-013 <br /> i <br /> � 97MILn2112" <br /> I / w� � FLANGE SLOTTED M105CREWS #10 SCREWS 5 llY EMBED @ 32" OC � <br /> '� 2 �� SS-6 71i6" OSB Sifi2-43 495 <br /> DEPLECTION @ 12" OC @ fi" OC <br /> �,_ � � ' ti � TRACK <br /> w MARK DATE DESCRIPTION <br /> I a <br /> � . <br /> I NOTES: <br /> ' ', 1. PROVIDE STUD BLOCKING AT ALL PANEL EDGES PER 4/58.03. <br /> _—_—_ ._._— ._j. 2. MINIMUM SHFATHING PANEL W IDTH SHALL BE 12". <br /> � � 3. ACTUAL STUD THICKNESS MAV BE GOVERNED BV WALL STUO SCHEDULE PER PLAN. <br /> '-- -� � - --- -- " - -� ----- - 4. p10SCREWSFASTENINGSHEATHINGTOFRAMINGSHALLHAVEAMINIMUMHEAD <br /> � DIAMETER OF 0.3331N. <br /> ' " � <br /> COLD-FORMED SHEAR WALL SCHEDULE PR�N��P^� �N °H^R�E, - <br /> 1 1 PROJECTMANAGER � - <br /> 1 1/2" = 1'-0" PROJECTARCHITECT: � - <br /> HOLD-DOWN SCHEDULE JOBCAPTAIN � - <br /> °' TVPE MARK SIMPSON MODEL # ANCHOR ROO 0 D COMPRESSION STUD$ � • . A <br /> i S/HDU9 1"0 10' (2) 6005350-59BACK-TO-BACK TYPICAL <br /> 2 S/HDU9 „�4-m 10' (2) 6005350-54BACK-TO-BACK COLD-FORMED STEEL <br /> ' 3 5/HDU6 T'0 9" (2) 6005250-54BACK-TO-BACK DETAILS <br /> � - . <br /> 9 HOLD-DOWN AT FOUNDATION � � <br /> , ,,z. = ,._o•• NOT FOR CONSTRUCTION <br /> 7 2 3 4 5 <br />