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CD <br />0 <br />cv <br />0 <br />r., <br />LO <br />0 <br />AA <br />(E) CONC TILT UP <br />PANEL, TYP <br />(6) 1/2" <br />AT, <br />AI <br />EPO> <br />ALL PIER REINFORCING <br />111 11 011 <br />114 <br />1/4 <br />CONCRETE LINTEL <br />_) PANEL JOINT <br />3) 1/2" DIA THREADED RODS <br />,T 12" OC EA WAY ABOVE <br />"ND BELOW WALL PIER, <br />PDXY TO (E) CONC PANEL <br />V EMBED) <br />q) MC 10x8.4 CENTER <br />WALL PIER <br />(E) CONC SLAB <br />-- <br />1 1/2" I i <br />TYP I E <br />16 GA x3"x3" BENT ANGLE <br />W/ #10 SCREW EA FLANGE <br />AT 1.6" OC (TYP EA SIDE) <br />6005162-43 AT 16" OC W/ #8 <br />SCREWS EA FLANGE TO <br />BOT TRACK <br />600T150-43 W/ 5/8" DIA GALV <br />THREADED RODS AT 48" OC <br />EPDXIED 4" INTO (E) WALL <br />l <br />5/8" GYP BD <br />(E) CONC PANEL <br />MAIN ENTRY ROOF _ SECTION <br />1 1/2" m 1 -0" <br />PL3/8"x6x0'-10" W/ (4) 5/8" DIA <br />ANCHOR BOLTS EMBEDDED <br />4-1/2" MIN INTO CONC <br />LINTEL WI SIMPSON SET-3G <br />EPDXY. (1) PLATE TOP AND <br />(1) PLATE BOTTOM OF EA <br />LINTEL AS SHOWN. <br />co <br />EDGE OF ADJACENT <br />CONCRETE PANEL <br />1/2" <br />COLD FORMED METAL <br />STUD FRAMING <br />(E) CONCRETE PARAPET <br />4005162-43 AT EA STUD <br />AND 4'-0" VERT <br />(4) #8 SCREWS EA STUD <br />HSS COLUMN, REFER TO PLAN <br />3/8" CAP PLAT ROOF ONLY, <br />REF DETAIL4 / 56.21 <br />EDGE OF ADJACENT <br />ROOF LEDGER, CONCRETE PANEL <br />TRIM AS REQ'D \ r <br />— PL3/8"x6x0'-10" W/ (4) 5/8" DIA <br />I ANCHOR BOLTS EMBEDDED 4-1/2" <br />SIMPSON LSTA24 STRAP _ ( I MIN INTO CONC LINTEL W/ <br />TO LEDGER, (1) EA SIDE r-- I I SIMPSON SET-3G EPDXY <br />OF STRONGBACK I I <br />I I 1/4 <br />1 1/2" <br />CONCRETE LINTEL TYP � � 8 1/2`" MIN 1/4 <br />STEEL STRONGBACK, —� <br />REF PLAN. <br />TOP CONDITION <br />/-C-CHANNEL DEADER, REF <br />ELEVATIONS. WITH 5/8" DIA ANCHOR <br />BOLTS TO (E) CONC WALL, EPDXIED <br />6" TYP 3 1/21' WITH SIMPSON SET-3G EPDXY <br />2" LAST <br />BOLT ONLY - - - <br />24" MiN-- � -- - — <br />(N) OPENING <br />(E) CONC WALL <br />C <br />-CHANNEL HEADER AT (I) CONC WAIL OPENING <br />(E) CONCRETE <br />WALL TO REMAIN <br />BACK PL ) 114 <br />SIDE PL 1/4 <br />PL <br />FIN TOP CONNECTION <br />1 1 /211 1 1-011 <br />TYP <br />/ 1/81 / <br />FLOOR ✓LEDGER, <br />TRIM AS REO'D <br />SIMPSON LSTA24 STRAP <br />TO LEDGER, (1) EA SIDE <br />OF STRONGBACK <br />CONCRETE LINTEL <br />BACK PL 3/8" x 4" x 8-1/2" W/ (2) 1/2" DIA GALVANIZED <br />THREADED ROD (3" MIN EMBED INTO (E) CONC <br />WALL W/ SIMPSON "SET-)<1P"ADHESIVE) (6" GAGE) <br />SIDE PL 5116"x3"x4" <br />W13/4" DIA BOLT <br />1l2_=" � 1/2" ACI1r7 FIN <br />j — PL 1/4"x2-1/2"x3" W/ 1/2" DIA <br />_ -- -- BOLT TO EACH FIN IN 1° <br />VERTICAL SLOTTED HOLE <br />C 5x9 CHANNEL <br />1 1/2" <br />1/2' KNIFE PL 5/16" AT 4'-0" OC <br />AND WITHIN 2' 0" OF ENDS <br />1 1/2" <br />TYP I i 8 -1/2"' MIN <br />STEEL STRONGBACK, <br />REF PLAN, <br />TOP CONDITION <br />1/4 <br />1/4 <br />CONCRETE LINTEL <br />f 8 1/2" MIN <br />1 1l2"° I I <br />TYP I I <br />EDGE OF ADJACENT <br />CONCRETE PANEL <br />PL3/8"x6x0'-10" W/ (4) 5/8" DIA <br />ANCHOR BOLTS EMBEDDED 4-1/2" <br />MIN INTO CONC LINTEL W/ <br />SIMPSON SET-3G EPDXY <br />1/4 <br />1/4 <br />,r- PL3/8"x6x0'-10" W/ (4) 5/8" DIA <br />ANCHOR BOLTS EMBEDDED 4-1/2" <br />MIN INTO CONC LINTEL W/ <br />SIMPSON SET-3G EPDXY. (1) <br />PLATE TOP AND (1) PLATE <br />BOTTOM OF LINTEL AS SHOWN. <br />00 <br />EDGE OF ADJACENT <br />CONCRETE PANEL <br />A <br />BOTTOM <br />1�8�-STEL STRONGBACK TO FLOOR LEVEL CONCRETE LINTEL. <br />11P c 11-011 <br />FROELICH <br />ENO €rAEERS: <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 />1`reeliieh-engineers.eern I FE# 19-T172 <br />CONSULTANT <br />0 <br />0 <br />Uj <br />In <br />0 <br />0 <br />0 <br />z <br />Cn <br />TITLE <br /># DATE <br />DESCRI <br />A 4/17/2020 <br />PLAN RED <br />B 5/20/2020 <br />PERMIT F <br />C 5/20/2020 <br />PLAN RE` <br />'TION <br />(ISIONS <br />;EVIEW 1 <br />fISIONS <br />REVISIONS <br />Author Checker _ <br />DRAWN BY CHECK BY <br />100% ISSUE SET/131D SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />0 202E OTAK, INC. <br />If this drawing is not 24"x 36", it has been <br />reduced/enlarged. Scale accordingly. <br />