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11-1169-038
• P.T. PLATE (TYPICAL) — ATTACH ! ��..v rAqw- L 11111 - • • r :� -_' ., . Scale: 3/4" = 1'-0" ! 1 ! REQUIRED 1 i LOCATE JOIST BOTTOM CHORD PANEL POINTS CONTINUOUS SIDE OF t O JOIST BOTTOM !`r AND TO EACH VERTICAL METAL 1 WITH #12 TEK SCREWS gumwAm Scale: 3/4" = 1' -0" Scale: 3/4" = 1'-0" ADD ANGLES WHEN LOAD TOP CHORD LOAD I IS GREATER THAN r LBS `K • CHORD LOAD .rr r CONTINUOUS 16 GAGE TEK SCREWS TO t ! FRAMING MEMBER — RE. PLAN CONTINUOUS ON SIDE OF ! TO JOIST BOTTOM !`# AND TO EACH VERTICAL r WITH 112 TEK SCREWS SUSPENDED SOFFIT NOTE, IF SOFFIT OCCURS !• THAN 6 INCHES FROM ! BOTTOM CHORD PANEL POINT, !• JOIST Scale: 3/4" = 1' -0" vim : BOND BEAM r RIIIIr U.O.N. EXP. BOLTS EMBED � Section Detail u FA S( SL r •� r STEEL JOIST SEE PLAN EMBED PLATE WITF Scale: 3/4" = 1'-ti O -YAM 32 M I I !' ! STUD r ! i TO VERT STUD ' r' ! TO STEEL ANGLE • Framing Members) :ii A i� p"s ©/, ii .. n • i.... Ir. . 8' x 8' CONC. PA WITH 2 #5 CONTTNU #7 AT 32 -c/c U,0 CONC. BEAM SEE ! ! :tut: k�i 8' MASONRY WALL 1_r: i L2x2xl4 GA x 4* EA KICKER , TO r r. SCREWS t ! _ ERTICALLY r a ! r i . ! r• 362S162 -33 KICKER AT A 4' -0' OC DlA. EXP. BOLTS ONT EMBED. r .!'•r OVER r CORRUGATED DECK • r - r LNIMM, 1 MEMO= 1:141111PWAIIIIE a r Scale: 3/4" =1'-0" r ! ti i' ► e . 1 ! 1 ! 362SI62-33 METAL STUD ! Yrr 62-43 CONT I L BOTTOM OF KICKER 362T150 -33 TRACK CONT W/ 5/32 PAF A 16' OC 1' MlN EMBEDMENT CONCRETE SLAB RE: PLAN Typ. Partition Wall (Parallel to Framing Members Scale: 3/4" = 1' -0" ■ • Ir • i CL� 11 1) Ir •r 11 bw 11 •A 1 r` •1 I Ir / 11 11 • r 41 Ir / Ir li /1 1 1 r` I Ir / 11 11 41 Ir / Ir