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STRAP P NOTE: <br />TOP STRAP NOT REQD. IF CONTINUOUSLY <br />ATTACHED RIGID SHEATHING IS USED. <br />TEMPORARY BRACING OF TOP FLANGE DURING <br />CONSTRUCTION MAYBE READ <br />BLOCKING MOTE: <br />PLACE SOLID BLOCKING AT ENDS <br />OF FLOOR SYSTEM. ADJACENT TO <br />ALL OPENINGS, AND AT 10'-0" OC. <br />ATTACH BLOCKING TO <br />JOISTS W/ (2) #10 SCREWS <br />IN EACH FLANGE AS <br />SHOWN <br />(1) #10 SCREW IN <br />EACH JOIST FLANGE <br />TYPICAL, JOIST BLOCKING <br />111 11 Oli <br />2 1/2" MAX HOLE CENTERED <br />IN TOP OR BOT TRACK, <br />HOLES TO BE SPACED NOT <br />CLOSER THAN 16" OC, DOLES <br />TO BE B" CLEAR FROM ENDS <br />1 1/2" x 33 MIL STRAPPING <br />ON TOP AND BOTTOM OF <br />JOISTS (STRAPPING TO <br />START, END, AND SPLICE <br />AT SOLID BLOCKING) <br />MIN 54 MIL RUNNER TRACK <br />SOLID BLOCKING AT 10'-0" OC, <br />MAX, MAKE RUNNER TRACK 8" <br />LONGER THAN JOIST INSIDE <br />SPACING, CLIP FLANGES OF <br />TRACK 4" FROM EACH END, <br />BEND TRACK AT CLIPPED <br />FLANGES <br />USE (8) #10 SCREWS <br />EQUALLY SPACED ON <br />EACH SIDE OF BLOCKING <br />4 1/2" MAX HOLE CENTERED IN TOP <br />OR BOT TRACK, HOLES TO BE <br />SPACED NOT CLOSER THAN 18" <br />OC, HOLES TO BE 6" CLEAR FROM <br />ENDS <br />m <br />ALLOWABLE DOLES THRU STEEL TOP AND BOTTOM TRACK <br />1)1 11-011 <br />STUD TO TRACK ATTACHMENT <br />191 � 1 1-011 <br />VS 1" FROM <br />8 PAC E <br />QUANTITY AS <br />:SIGN <br />CK <br />BOX BEAM, REF — <br />REFERENCED DETAIL <br />TRACK SECTION TO MATCH <br />HEADER TRACKS W/ (2) ROWS OF <br />(4) #10 SCREWS ((6) TOTAL) FROM <br />WEB TO JAMB AND (4) #10 SCREWS <br />EACH FLANGE TO HEADER ((6) <br />TOTAL) <br />2x2x16GA BENT PL <br />W/ (4) #1.0 SCREWS <br />EACH LEG <br />DEADER TO JAMB STUD <br />1 11 1 1 011 <br />JAMB STUDS, REF <br />HEADER SCHED <br />WINDOW SILL TO JAMB STUD <br />lit 1 #-Ott <br />DEFLECTION TRACK <br />(AS OCCURS) <br />z <br />_ 0 <br />o <br />LU <br />- <br />W <br />�0 <br />I <br />>11 <br />9 <br />TYP WALL STUD <br />FRAMING <br />Il <br />II <br />JAMB STUDS, <br />REFHEADER <br />SCHEU <br />I111 <br />IIII <br />Ills <br />6" STUD TO MATCH WALL <br />(I I 1 STUD MIL THICKNESS W/ (4) <br />I I j I #10 SCREWS TO WALL STUD <br />1 I I I AND (2) ##10 SCREWS TO <br />SILL <br />#10 SCREW AT EACH <br />j I l STUD TO TRACK <br />I I CONN BOTH SIDES <br />I SILL TRACK, REF <br />HEADER SCHEID <br />II►1 II <br />IIII II <br />IIII 1! <br />WALL STUDS <br />(III I ( REF PLAN <br />IIII <br />IIII II <br />Ilj) II <br />Ilil II <br />STEEL STUDS, <br />REEF PLAN <br />CDninl-f- nAn <br />CRIPPLE STUDS, MATCH SIZE AND <br />GAUGE TO WALL ASSEMBLY <br />A <br />TOP TRACK, MATCH <br />SIZE AND GAUGE TO <br />WALL ASSEMBLY, REF <br />DETAIL 13 156.12 <br />FOR SPLICE CONN <br />BOTTOM TRACK <br />MATCH SIZE <br />AND <br />GAUGE OF <br />WALL <br />ASSEMBLY <br />I <br />II <br />I <br />1 <br />I <br />I <br />I <br />1! <br />11 <br />1 <br />II <br />1 <br />1 <br />I <br />f <br />I1 I <br />III <br />I I <br />II <br />II l <br />Il I <br />1 l <br />ill <br />II i <br />Il I <br />III <br />II <br />I 1 <br />Ill <br />II1 <br />III <br />II <br />IIII <br />II i <br />II <br />1 <br />11 <br />i <br />11 <br />I <br />II <br />II <br />f <br />� <br />III <br />III <br />III <br />I ( <br />llll <br />1 <br />111 <br />111 <br />Ill <br />II <br />III <br />IIII <br />I.EI <br />Ill <br />1 II <br />I <br />II <br />I <br />►► <br />Il <br />I <br />II <br />11 <br />I <br />II <br />II <br />I <br />1 <br />II <br />II <br />fl <br />II <br />II <br />R <br />II W <br />II <br />R <br />=/S6A1 <br />A <br />SILL TRACK, REF <br />DETAIL 5 / S6.11 <br />I <br />I <br />f <br />... <br />Il <br />II <br />I <br />II II <br />11 II <br />If II <br />STEEL FRAMING AT WALL OPENI <br />56.11 1/211 11-011 <br />BC600 AT 6" STEEL <br />STUDS (BC800 AT 6" <br />STEEL STUDS) AT EA <br />STUD W/ (2) #10 <br />SCREWS TO BRIDGE <br />BAR AND (2) #10 <br />SCREWS TO STUDS <br />HILT UP JAMB, <br />EF DETAIL 4 / 56.11 <br />ALL <br />TUD, <br />E F PLAN <br />PTAC UNIT <br />OPENING <br />WHERE OCCURS <br />OPENINHG <br />WIDTE <br />BOXEDIHEADER <br />JAMB STUD <br />FASTENERS <br />SILL <br />— <br />(2) 80OS162-66 <br />(2) 600S162-54 <br />(2) #10 SCREWS TO EACH JAMB STUD <br />0 TO 4`-0" <br />(2) 60OT162-43 <br />REF 4 / S6.11 <br />((6) TOTAL SCREWS AT EACH END OF <br />60OT125--43 <br />REF 3 / S6.11 <br />HEADER) <br />(2) 100OS162-97 <br />(2) 600S162a54 <br />(3) #10 SCREWS TO EACH JAMB STUD <br />4`-1" TO 6-0" <br />(2) 60OT162-43 <br />REF 4 / 56.11 <br />((12) TOTAL SCREWS AT EACH END OF <br />600T125-43 <br />REF 3 / S6_11 <br />HEADER) <br />(2) 1200S162-97 <br />{2} 600S162=68 <br />(4) #10 SCREWS TO EACH JAMB STUD <br />6'4' TO W-O" <br />(2) 600T162-43 <br />REF 4 / 56.11 <br />((16) TOTAL SCREWS AT EACH END OF <br />600T125-54 <br />REF 3 / S6.11 <br />HEADER) <br />NOTES: <br />1. REFER TO STUD <br />WALL SCHEDULE <br />FOR STUD SIZES, SPACING AND GAUGES. <br />2. REFERENCE DETAILS FOR TYPICAL CONNECTIONS. <br />BOX HEADER SCHEDULE <br />1211 11-011 <br />NOTES: <br />FOR HEADER SUPPORT AT <br />JAMBS REF DETAIL 4 / S6A 1 <br />AND HEADER SCHEDULE <br />z <br />FINISH, <br />RFFARCH <br />STUDS WALL, REF PLAN <br />AND WALL SCHED FOR <br />SIZE AND SPACING <br />TRACK AT TOP AND <br />BOTTOM, REF HEADER <br />SCHED <br />®tak Architects, Inc. <br />608 SW Third Avenue, Ste 300 <br />Portland, OR 97204 <br />503.287.6825 <br />uvijvw.otak.com <br />A <br />DPRO �_ <br />1 �— c41 <br />FROELICH <br />17700 SW Upper Boones Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office: (503) 624-7005 <br />Portland, OR. I Bend, OR. I Denver, CO. <br />troelich-enqIneers.carn I FE# 19-T172 <br />CONSULTANT <br />TITLE <br /># DATE DESCRII <br />E 7/29/2020 PERMIT F <br />'TION <br />EVIEW 2 <br />REVISIONS <br />Author Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />S6,411 <br />STUD REINED EME T AT BEARING ENDS <br />111 ® 110011 <br />STEEL STUD WALL BRIDGING <br />111 ®11-011 <br />BOX DEADER DETAIL <br />11 m 11ofj11 <br />0 2020 OTAK, INC. <br />If this drawing is not 24" x 36" it has been <br />reducedleniarged. kale accordingiy. <br />