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I'll 4IMI .21r ,. Ai Afar[ IAII fAfl\ a..nn .. nr wrr Fa. >aA n� er r.rr AA <br />(2) ROWS OF 0.148" x 3" <br />NAILS AT 4" OC <br />(E) ROOF TRUSSES <br />4x10 DF#2 W/ SIMPSON <br />HU46 EA END CENTER <br />ON SIDE 3x's <br />BLOCKING T (E) WOOD TRUSSES <br />1 if � 1 1-011 <br />(N) FLOOR BEAM, <br />REF PLANS <br />(N) 4'-0" WIDE SHTG CENTER <br />ON (N) CONC WALL <br />PROVIDE "" CLIPS — 1 1/2'` <br />AT BLKG TO JOIST 3 <br />s <br />3x4 BLKG AT (N) 3rr <br />SHTG EDGE (TYP) 2" MIN <br />4" MAX(- <br />61Y <br />PL 3/8x REOD x (SHEAR WALL L) WITH (2) <br />ROWS SIMPSON SDS 1/4x3 1/2 SCREWS <br />AT 3" OC (STAGGER ROWS) TO BEAM. <br />PROVIDE 2" END DIST FOR SCREWS AT <br />ENDS OF PL. PROVIDE 1" VERTICALLY <br />SLOTTED HOLES FOR SCREWS <br />AT EA EMBED __ <br />PL 1/4 <br />EMBED PL 3/8x6xV-8" AT 24" OC <br />WITH (3) 3/4" DIA x 5" BEADED STUDS <br />AT 3" GAGE. LOCATE FIRST EMBED <br />PL 12" MAX FROM WALL END <br />NS6O2111 1 Ie�il <br />(N) GYPCRETE <br />TOPPING SLAB <br />(E) PLYWOOD <br />SHTG <br />3x10 x 2'-0" DF#2 W/ () <br />0.162" x 3 1/2" NAILS EO <br />SPACED AND 1 1/2" <br />FROM ENDS (TYP) <br />0.148" x 3" NAILS <br />AT 4" OC <br />(2) 95 AT TOP <br />OF WALL <br />(N) CONC WALL <br />0,148" x 2 1/2" NAILS AT <br />4" OC SHTG EDGES <br />(E) GL PURLIN AT SIM <br />CONDITION W/ SIMPSON <br />HDU2 EA SIDE AND 5/8" DIA <br />THREADED ROD <br />(E) 3x DECKING <br />(E) GL PURLIN <br />3 1/8" x 24" GL BLKG AT 4' 0" OC <br />AT CONC WALL AND WITHIN 2'-0" <br />OF CONC WALL ENDS (PROVIDE <br />BLKG AT IST AND 2ND BAYS AT <br />Slid CONDITION) <br />14t v 11-011 <br />L3x3x1. <br />DIA) <br />Sc <br />SIMPSON SIDS 1/4" <br />DIA x 6" SCREWS <br />AT 9" OC TO BLKG <br />HSS TO WALL CONNECTION, <br />1„ REF DETAIL 13 1 S6.21 <br />2" <br />(E) CONC TILT -UP WALL <br />ANGLE, REF <br />DETAIL 10 I S6.02 <br />(N) CONIC <br />SHEAR WALL <br />(3) SIDES <br />1 /8 <br />SIMPSON LTT19 <br />(E) FLOOR SHTG <br />(E) 3x T&G DECKING <br />HSS COLUMN, REF PLANS <br />HSS STRONGBACK TO FLOOR DIAPHRAGM CONNECTION <br />56.02- 111 11=01' <br />(N) 3/4" GYPCRETE <br />TOPPING SLAB <br />(E) FLOOR SHTG <br />SDS (E) 3x T AND G DECKING <br />RLIN <br />I <br />12 ) C WALL OUT -OF -PLANE CONN TO PURLIN <br />56.02 1 if e 11 011 <br />(2) ROWS OF SIMPSON SIDS <br />1/4" DIA x 6" SCREWS AT 8" <br />OC STAGGERED TO [SEAM <br />PROVIDE SOLID 4x BLKG <br />IF IT DOESN'T EXIST <br />(E) GL BEAM ` <br />zX <br />(2) #5 AT TOP <br />OF WALL <br />(N) 3/4" GYPCRETE <br />TOPPING SLAB <br />() FLOOR SHTG <br />(E) FLOOR JOIST <br />3" <br />3" <br />-- PL 3/8" x REOD x (SHEAR WALL L) WITH <br />(3) ROWS SIMPSON SDS 1/4x3 1/2 <br />6„ SCREWS AT 3" OC (STAGGER ROWS) <br />TO EXTG BEAM. PROVIDE 2" END GIST <br />FOR SCREWS AT ENDS OF PL. <br />2" PROVIDE 1" VERTICALLY SLOTTED <br />HOLES FOR SCREWS <br />AT EA EMBED <br />1/4 PL <br />�— EMBED PL 3/8x6x1' 8" AT 12" OC WITH <br />(3) 3/4" DIA x 5" HEADED STUDS AT 6" <br />GAGE, LOCATE FIRST EMBED PL 9" <br />MAX FROM WALL END <br />~� ALIGN CONCRETE WALL <br />W/ FACE OF BEAM ABOVE <br />(E) GL FLOOR <br />PURLIN, REF PLAN <br />a`r <br />(4) #5 AT TOP <br />OF WALL <br />(2) #5 AT AB <br />(N) CONC WALL, <br />REF PLAN <br />Nm <br />I <br />3 I i'-2" MIN <br />(2) ROWS OF SIMPSON SOS <br />SCREWS 1/4" DIA x 6" AT 8" OC <br />STAGGER ROWS <br />(E) GL FLOOR BM, <br />REF PLAN <br />NOTE: <br />REF DETAIL 12 / S6.02 FOR <br />CONC WALL OUT -OF -PLANE <br />CONN TO PURLIN <br />3" 3i1'" MIN <br />BENT PL 3/8x4x10 1/2 x (SHEAR <br />WALL L) (LLH) WITH (3) SIMPSON <br />SDS 1/4x3 1/2 SCREWS AT 3" OC <br />(STAGGER ROWS) TO BEAM <br />AT EA EMBED <br />1/4 _ PL <br />EMBED PL 3/8x6x1 8" AT 12" OC WITH <br />(3) 3/4" DIA x 5" HEADED STUDS AT 8" <br />GAGE. LOCATE FIRST EMBED PL 9" <br />MAX FROM WALL END <br />GUARD RAIL, BY OTHERS <br />(N) 3/4" GYPCRETE <br />TOPPING SLAB <br />SIMPSON SDS SCREWS <br />(E) FLOOR SHTG 1/4" DIA x 6" AT 4" OC <br />STAGGERED 1 1/2" <br />GL FLOOR PURLIN, <br />(E) 3x T AND G <br />REF PLAN <br />DECKING <br />NOTE: <br />REF DETAIL 11 ( S6.02 FOR <br />CONC WALL OUT -OF -PLANE <br />CONN TO (N) FRAMING <br />(2) #5 x CONT —�� <br />1 r, <br />AT TOP <br />MAX <br />1 1/2" <br />_ <br />1 1/2" <br />1' MIN <br />G„ k <br />JE <br />w , <br />4 <br />(2) #5 AT AR <br />L7x4x318 x (SHEAR WALL L) (LLH) <br />WITH (3) SIMPSON SDS 1/4x3 1/2 <br />SCREWS AT 3" OC (STAGGER <br />ROWS) TO BEAM <br />AT EA EMBED <br />(N) CONIC WALL, <br />PL <br />REF PLAN <br />EMBED PL 3/8x6x1'-8" AT 12" OC WITH <br />(3) 3/4" DIA x 5" HEADED STUDS AT 8" <br />GAGE. LOCATE FIRST EMBED PL 9" <br />MAX FROM WALL END <br />Otak Architects, Inc. <br />808 SW Third Avenue, Ste 800 <br />Portland, OR 97204 <br />503.287.6825 <br />v /w.otak.corn <br />:Ar <br />#�' <br />� <br />EE <br />2 <br />FRO L LICH <br />ENGINE <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-engineers.comFE# 19-T172 <br />CONSULTANT <br />0 <br />0 <br />Uj <br />0 <br />co <br />Oct <br />N_ m <br />04 W <br />TITLE <br /># DATE DESCRII <br />B 5/2012020 PERMIT F <br />C 5/20/2020 PLAN REi <br />'TION <br />EVIEW 1 <br />ISIONS <br />REVISIONS <br />4uthor Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />J4/17/2020 <br />DATE <br />328801 <br />DROJECT NUMBER <br />S6mO2 <br />© 2020 OTAK, INC. <br />V this drawing is not 24" x 36", it has been <br />educed/enlarged. Scale accordingly. <br />1 re 1 9c01' <br />