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P R <br />0 <br />to <br />v <br />a <br />400S137-43 BLOCKING WITH <br />SIMPSON L30 CLIP EA END <br />(4) #10 SCREWS AT <br />EA KICKER <br />FLOOR <br />FRAMING <br />JOISTS PARALLEL <br />400S137-43 BLOCKING WITH <br />SIMPSON L30 CLIP EA END <br />40OS137-43 AT 4'-0" WITH (2) #10 <br />SCREWS AT EA KICKER IF KICKER <br />LENGTH EXCEEDS 6-0" <br />\ \ 40OS 137-43 <br />O \ KICKERS AT <br />40 DEG MIN \ \ 46" ®C <br />60 DEG MAX \, <br />CEILING LINE, REF ARCH -� — — — — ( (' <br />CFS STUD WALL, REF ( SIMPSON L30 CLIP <br />PLANS AT EA KICKER <br />REF ARCH FOR WALL <br />FINISH <br />PARTITIONS 11 <br />40OS137-43 BLOCKING WITH <br />SIMPSON L30 CLIP EA END� SIMPSON L30 CLIP <br />AT EA KICKER <br />FLOOR <br />FRAMING <br />(4) #10 SCREWS AT <br />EA KICKER <br />-- 400S137-43 AT 4'-0" WITH <br />(2) #10 SCREWS AT EA <br />\-- KICKER IF KICKER <br />\ \ LENGTH EXCEEDS 6'-0" <br />40OS137-43 <br />KICKERS AT 48" OC <br />14�E �rrw <br />SIMPSON L30 CLIP <br />AT EA KICKER <br />FLOOR FRAMING <br />JOISTS PERPENDICULAR <br />SIMPSON L30 CLIP <br />AT EA KICKER <br />CEILING DINE, REF ARCH <br />CFS STUD WALL, AI <br />REF PLANS <br />REF ARCH FOR <br />WALL FINISH <br />PARTITIONS AT SECTI <br />LION -BEARING PARTITION BRACING AT FLOOR <br />3/4" o � t�rjti <br />(4) #10 SCREWS AT <br />EA KICKER <br />ROOF <br />FRAMING <br />40OS137-43 BLOCKING <br />WITH SIMPSON L30 <br />CLIP EA END <br />40OS137-43 BLOCKING <br />WITH SIMPSON L30 <br />CLIP EA END <br />4OOS137-43 AT 4' 0" WITH (2) #10 <br />SCREWS AT EA KICKER IF KICKER <br />LENGTH EXCEEDS 6'-0" <br />I <br />40OS137-43 <br />KICKERS AT 48" OC <br />FLOOR SHEATHING <br />` ROOF FRAMING <br />SIMPSON L30 CLIP <br />AT EA KICKER <br />40 DEG MIN ' l <br />60 DEG MAX <br />JOISTS PARALLEL 5IMPSON L30 CLIP \ \\ JOISTS PERPENDICULAR <br />AT EA KICKER <br />— -- — I _---_--__.— <br />CEILING LINE, REF ARC, I <br />CFS STUD WALL, <br />REF PLANS I <br />REF ARCH FOR <br />WALL FINISH <br />(4) #10 SCREWS AT PARTITIONS AT SECTOR I <br />EA KICKER <br />400S137-43 BLOCKING WITH SIMPSON L30 CLIP <br />SIMPSON L30 CLIP EA END AT EA KICKER <br />400S137-43 AT 4' 0" WITH <br />WEB FILLER EA SIDE \ \ (2) #10 SCREWS AT EA ` <br />\ \ KICKER IF KICKER <br />AT BLOCKING \ LENGTH EXCEEDS 6'-0" <br />ROOF FRAMING <br />\ \ 400S137-43 <br />\ \ KICKERS AT 48" OC <br />40 DEG MIN <br />60 DEG MAX <br />JOISTS PARALLEL SIMPSON L30 CLIP <br />AT EA KICKER / <br />CEILING LINE, REF ARCH <br />CFS STUD WALL, <br />REF PLANS I j <br />REF ARCH FOR <br />WALL FINISH <br />PARTITIONST SECTOR II <br />40OS137-43 BLOCKING WITH <br />SIMPSON L30 CLIP EA END <br />ROOF SHEATHING <br />REF ARCH FOR <br />WALL FINISHES <br />CFS STUD WALL, <br />REF PLANS <br />0-157" DIA PAFs <br />., AT 12" OC <br />CANT TRACK e CONCRETE SLAB ON <br />GRADE, REF PLANS <br />OIL-BEARING PARTITION ANCHORAGE AT <br />CFS STUD WALL, <br />REF PLANS <br />CONT TRACK <br />REF ARCH FOR <br />WALL FINISHES <br />#La WOOD SCREWS <br />AT 8" OC <br />FLOOR TOPPING <br />f— FLOOR SHEATHING <br />REF ARCH FOR <br />WALL FINISHES <br />" I I <br />CFS STUD WALL, #8 WOOD SCREWS <br />REF PLANS I I4 AT 8" OC <br />I I <br />FLOOR TOPPING <br />CONT TRACK _,I I FLOOR SHEATHING <br />PARTITIONS T SECTOR I <br />N-BEARING PARTITION ANCHORAGE AT FLOOR <br />CONT 20 GA SLOTTED <br />DEFLECTION TRACK <br />WITH (2) #8 WOOD <br />SCREWS AT 16" OC MAX <br />FULL HT CFS STUD WALL, <br />REF PLANS <br />CONT 20 GA SLOTTED <br />DEFLECTION TRACK <br />WITH (2) #8 WOOD <br />SCREWS AT 16" OC MAX <br />FULL HT CFS STUD WALL, <br />REF PLANS <br />AT 4" WALL <br />W/ (4) #10 SCRE) <br />AT 6" WALL <br />W/ (6) #10 SCRE1 <br />((12) TOTAL SCREWS) <br />ISOMETRIC VIEW <br />#10 SCREWS <br />AT 6" OC <br />(2) ROWS OF #10 <br />SCREWS AT 6" OC <br />TRACK BELOW, TYP <br />4. <br />s;�-- <br />WALL SHEATHING, REF PLAN 9,10 SCREWS AT 6" <br />OC <br />CORN_ER__ PLAN VIEW INTERSECTION - PLAN VIEW <br />WALL FRAMING AT CORNERS AND INTERSECTIONS <br />lit 1 i-('iii <br />7' rQ <br />0- � <br />0 <br />(0E <br />V <br />I <br />I <br />I <br />EDGE DIST <br />I <br />i! <br />SCREWS, <br />I <br />I REF TABLE <br />I <br />I <br />I <br />gl WELDS, <br />REF TABLE <br />I I <br />I <br />EDGE DIST <br />� <br />I s <br />I I <br />U) <br />I � <br />I I <br />i® <br />w <br />EDGE DIST <br />EDGE DIST <br />I <br />6 � I <br />I WELDS, <br />REF TABLE <br />OL i <br />' <br />®I <br />SCREWS, <br />REF TABLE <br />� ( <br />�03 <br />I <br />W <br />la <br />�I <br />EDGE DIST <br />EDGE DIST <br />0 <br />z <br />W <br />BUILT-UP <br />FASTENER <br />FASTENER <br />FASTENER <br />ROWS OF <br />MEMBER <br />FASTENER SIZE <br />SPACING <br />END DIST <br />EDGE DIST <br />FASTENERS <br />(2) 4" STUDS <br />#10 SCREWS <br />81, <br />2.5" <br />1%1.5" <br />1-STAGGER <br />(4) 4' STUDS <br />#10 SCREWS + <br />81, <br />25' <br />1"-151 <br />1-STAGGER I <br />1" LONG WELDS <br />(2) 6" STUDS <br />#10 SCREWS <br />8" <br />_ <br />2.5" <br />1"-1.5" <br />2 <br />(4) 6" STUDS <br />#10 SCREWS + <br />all <br />2.5" <br />1'"-1.5" <br />2 <br />1" LONG WELDS <br />rES: <br />'ILYWOOD SHEATHING OR GYP BOARD FASTENERS SHALL: BE <br />STAGGERED TO EACH STUD IN BUILT-UP MEMBER. <br />SCREWS SHALL BE STAGGERED EACH SIDE OF BUILT-UP MEMBER. <br />BUILT-UP CFS POSTS <br />q if ,q hoii <br />STEEL STUD BLOCK TO <br />MATCH TRACK GAUGE <br />THICKNESS AND TO BE <br />FREE OF KNOCKOUTS OR <br />HOLES, BLOCK SHALL <br />EXTEND FULL STUD BAY <br />CONT STEEL TOP TRACK <br />STEEL STUD WALL, <br />REF PLAN <br />SPLICE TO CENTER <br />BETWEEN STUDS <br />ATTACH TRACK TO BLOCK <br />W/ (4) #10 SCREWS EACH <br />SIDE, (16) TOTAL SCREWS <br />AT SPLICE CONN <br />Otak Architects, InG. <br />808 SW Third Avenue, Ste 800 <br />Portland, OR 97204 <br />603.287.6825 <br />"imi.otak.corn <br />�t (jib <br />�U <br />,EFX <br />a <br />IRE - , <br />FROELICH <br />-_ <br />17700 SW Upper Boonos Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office: (503) 624-7005 <br />Portland, OR. I Bend, OR. I Denver, CO. <br />froelicN-engln��FE# 19-T172 <br />CONSULTANT <br />TITLE <br /># DATE DESCRY <br />B 5/20/2020 PERMIT B <br />C 5/20/2020 PLAN REV <br />'TION <br />EVIEW 1 <br />ISIONS <br />REVISIONS <br />Author Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SEI/BID SET <br />STATUS <br />04/17/2020 <br />GATE <br />328801 <br />PROJECT NUMBER <br />S6m12 <br />3 <br />a) <br />N-BEARING PARTITION BRACING AT ROOF <br />3/411 = if -Off <br />TOP TRACK SPLICE <br />1 11 ® 1 1-011 <br />0 2020 OTAK INC. <br />if this drawing is not 24" x 36", it has been <br />reducedlenlarged. Scala accordingly. <br />