Laserfiche WebLink
1 2 3 4 5 <br /> mu i i nmu i i u n i i i ummuumm�un u u unu i u u � i i i mmmmmm i i m uuunummi n i i uuumum i � i u i i uummuumi u un ummumuu i 6005200-68 JAMB STUD <br /> SLOTTED <br /> DEFLECTION AND <br /> p DRIFT TRACK PER � <br /> 5/58.01 �-- 6005162-43 WALL SIMPSON SSC W/ <br /> STUDS @ ifi" OC 3I8"0 CONCRETE <br /> � --a SCREW ANCHOR <br /> HEA�ERPER � � • � <br /> 11/S8-01 -- _ _ _ _ _ _ _ _ . <br /> saoi � �PICAL STUD FASTENING SCHEDULE . .o a o o I • ' ' � <br /> 7 o LOCA710N FASTENERS NOTES - � j <br /> � SB.Ot � <br /> � i � a if8 SCREWS EACH FLANGE FLANGE WIDTH 5200 0R LE55 � <br /> � ' � � � -� STUD-TO-TR4GK . <br /> � WALL BOTTOM TRACK � �� BOTTOM TRACK PER <br /> (2) #BSCREWSEACHFLANGE FLANGEWIOTHS2500RGREATER OPENING -� FASTENERPER 1/58.01 <br /> . � 4/58.04 � EXTERIOR WALL <br /> . � BACK-TO-BACK STUDS (2) #8 SCREWS Q 24" OQ 2' GAUGE WEB PASTENING JAMB STUD PER 1/58.01 -- � STUD PER 1/58.01 <br /> $ILLPER � . � • <br /> 9/S8 0� <br /> ONE PIECE JAMB STUD <br /> NOTES: <br /> 9 � L FOR STUD FRAMING AT WALL CORNER, SEE TMCF-EI-10". <br /> � � 58.01 2. TRACK SHALL MP.TCH STUD W IDTH UNLESS NOTED OTHERWISE. <br /> ' � f�' Sfi01FIkbAvenue,5ulte16�a <br /> 1 `U 11 <br /> T150-54 BOTTOM � Seattle, WA 9810] <br /> TR4CK \ / ' BRIDGING PER j i06.622.58x2 <br /> . e ••CF-EI4P'. TYP 4PH.<om <br /> . 4 � 4 58.01 �, <br /> 58.01 58.01 <br /> . � <br /> WINDOW OPENINGS DOOROPENINGS TYPICAL WALL TYPICAL EXTERIOR <br /> TYPICAL EXTERIOR NON-BEARING STUD WALL ELEVATION NON-BEARING WALL JAMB STUD ,���°`P"""'er�� <br /> � � 4 — _ <br /> ,�2" _ ,�-�• C <br /> 1 1/2" = 1'-0" <br /> x ¢ <br /> 'r� ooxays ��`" �,`� <br /> �RAL E��\ \2 I <br /> �SS(ONAL �'�G �� �� <br /> 00 <br /> I <br /> q10SCREWS@12" OC . WNT % MILPLATEWI <br /> . #105CREWS@ �fi'OC � • � � � <br /> .� � TOEALOWFWTE . � SL4BEDGEWHEREOCGURS � � � JAMBSTUD <br /> � U �w I � I WALLSTUD � � �I PERi/58.01 Warehouse <br /> � a � � NO FASTENERS TO I I <br /> � 1° a ` BO�YOFTRACKWEB �� � . � (2) #BSCREWS II Bathroom Expansion <br /> B/DECK ... � .\. p � @24 OC <br /> ' �� � � ' -- TOP TRAGK FASTENER W/"97 MIL" x 1" I � � . �I I �� �. � . STUDS TO BE FULLV SEAiE� IN FOR <br /> . NO DRVWALL SGftEWS � I I q x 1" DEFLECTION INSERT PER DETAIL B. � - � � -- BUILT-UP �,I I _ - - <br /> SHALL BE INSTALLED IN CENTER INSERTS IN S�OT LENGTH AND 1 �� T/S�B � TRACK, MAX 1/16" GAP <br /> THISREGION, EASIDETVP ' - � I � . HOLDINPLAGEW/ FBERGLASSTAPE. � p4' OC, S y�/pxi-1/2x54MILs(STU� o V STUD - - - I � -� 7{ZqCKPERI/58.01 Teague/ Boeing <br /> • JAMB I <br /> I WHEREMULTIPLEFASTENERSARE HEADERPER � WHERE <br /> I � LOCATEFLANC�ESCREWS REQUIRE� INASLOT, PROVIDEMINIMUM "GF-EI-O6" TVP W�DTH-0/2'�ANGLETOP � OCCURS '� � ' BOTTOMTRACKFASTENING: <br /> I � AT MID-HEIGHT OF SLOTTED FASTENER SPACING. INSULATE AS REQD 8 BOT W/ (3) #8 SCREWS . � � � p' MAX MILD SLAB: <br /> I TRACK HOLES, TVP o PER ARCHITECTURAL EACH LEG, TVP -- 3" (Z) � ��4� EMBED PAF @ 16" OC <br /> n , AT <br /> DRAWINGS <br /> I I I I 9� MILx2 V2" FLANGE -e-- � <br /> `� � s�orrEooEF�ecnor, -�� � � �_ THREE PIECE THREE PIECE HEADER CONCRETE FLOOR NOTEs: 6000 - 23rd Drive West <br /> i i nNooR�FTTancK m m HEADERSECTION JAMBCONNECTION 1. COOR�INATEPAFLOCA710NST0 Everett, Wa98206 <br /> � o <br /> o AVOI� TENOONS IN POST- <br /> � I TENSIONE� SLABS. <br /> STEEL ROOF DECK DETAIL A DETAIL B PERMIT SET <br /> 08/21/2017 B <br /> B <br /> NOTES: This tlrawing is: <br /> 1. PROVIDE RAKE OR EAVE STVLE SLOTTED TftACKS AS REQUIRED TO MATCH STEE� ftOOP DECK SLOPE. L Copyright 201] Oykeman, Inc. <br /> 2. The AmhitecPs Instrument ot Professional Service. <br /> TYPICAL EXTERIOR TYPICAL EXTERIOR NON-BEARING 3 Fo`�seo� `h�sP`o;e"o��Y o"a�� A�`h�`e`�s <br /> wriflen Oermission for any o�her use or repmtluclion. <br /> - 5 TYPICAL EXTERIOR NON-BEARING WALL TOP TRACK DETAIL 7 NON-BEARING WALL HEADER 8 WA,LL BOTTOM TRACK DETAIL � " ' � " <br /> 2017-013 <br /> . <br /> MARK DATE DESCRIPTION <br /> I <br /> I�. � JAMB STUD PER <br /> 1/58.01 <br /> 14/2x14/2x54MILn 1 <br /> (STUDWIDTH-1/2") I <br /> 6WT150-54 ANGLE WI (3) #8 I <br /> SILL SCREWSEACHLEG - I <br /> I <br /> � .-- BUILT-UP <br /> � JAMB <br /> I I STUD � <br /> I I WHERE <br /> I I OCCURS PRINCIPAL M CHARGE� - <br /> I I PROJECTMANAGER: I - <br /> I �� . I PROJECTARCHITEGT' � - <br /> I � � WHLLSTUD � � . I <br /> JOB CAPTAIN: � - <br /> � �� �� 6' LONG <br /> A <br /> ' A I � I . -1. STUD 1 • • <br /> ' ' � SECTION W/ <br /> (4) #8 <br /> ONE PIECE SILL ONE PIECE SILL SjpMB STUD <br /> JAMB CONNECTION COLD-FORMED STEEL <br /> � vLT/"li �v ' <br /> � - <br /> TYP EXTERIOR <br /> � 9 NON-BEARING WALL SILL i I <br /> , ,,z. = ,,_o„ NOT FOR CONSTRUCTION <br /> 1 2 3 4 5 <br />