Laserfiche WebLink
co <br />1. 1 1/2" X 22 GAGE GALVANIZED TYPE "B" <br />STEEL DECK <br />2. ONE COURSE OF K.O. BLOCK GROUTED <br />AND REINFORCED WITH 105 CONTINUOUS. <br />18'-0" <br />18'-011 <br />3. TWO COURSES OF K.O. BLOCK EACH <br />2 <br />2 <br />GROUTED AND REINFORCED WITH 105 <br />CONTINUOUS. <br />4. FOR WALL REINFORCEMENT SEE <br />FOUNDATION PLAN. <br />5. EXTEND REINFORCEMENT TO TOP OF <br />PARAPET. <br />2 <br />A <br />53.1 <br />• <br />2 <br />A <br />� <br />1 <br />8 <br />6. L 1 1/4 X 1 1/4 X 7/64 BRIDGING. <br />-l. L 3 X 3 X 1/4 X CONTINUOUS WITH 5/8" <br />DIAM. EXPANSION BOLTS AT 24". <br />1 <br />1 <br />8. L 2 X 2 X 1/4 X 1'-0" WITH (2) 1/2" DIAM. <br />L:fo <br />EXPANSION BOLTS AT BRIDGING LINES. <br />3 <br />4 O <br />• <br />--- ---- - -- 14'-2 -1/8" <br />3 <br />"-"-' <br />6 <br />8 <br />4 5 <br />3 <br />9 <br />14'-0 3/8" <br />4 0 <br />3 <br />9 <br />- - -- - - 14'-2 7/8' <br />.._.. <br />**I- <br />JL • <br />6 <br />4 5O <br />9. BRICK VENEER - SEE ARCHITECTURAL <br />DRAWINGS. <br />10. L 3 X 3 X 1/4 X CONTINUOUS. <br />II. BEAM REINFORCEMENT: 4 05 CONTINUOUS <br />AND "3 TIES a 24". <br />12. M5 IN 48" IN GROUTED CELLS. <br />13. L 4 X 4 X 1/4 X CONTINUOUS. <br />14.3 5/8" X 20 GAGE GALVANIZED STUDS. <br />15. L 4 X 4 X 14 GAGE X CONTINUOUS. <br />2 <br />3 <br />16. PRECAST LINTEL GROUTED AND <br />812 <br />$1.2 <br />512 <br />5I2 <br />REINFORCED WITH 1 05 BEARING MINIMUM 8" <br />53.1 <br />53.1 <br />53.1 <br />531 <br />EACH SIDE OF OPENING. <br />1-7. THREE COURSES OF K.O. BLOCK EACH <br />GROUTED AND REINFORCED WITH 105 <br />CONTINUOUS. <br />15. L 4 X 4 X 3/8 X CONTINUOUS WITH 3/4" <br />dot, <br />,� <br />DIAM. TITEN-HDOT <br />Br <br />(INSTALL BOLTS THIN 1 11/2" OF HEAD JOINT. <br />I I <br />' 10 <br />I I 1 <br />35 <br />I 1 <br />I I <br />2 <br />A <br />S31 <br />9 <br />18'-011 <br />19. TOP OF PARAPET BEYOND. <br />20. 4 *5 CONTINUOUS AND 03 STIRRUPS AT 6" - <br />LAP ALL BARS AT CORNER <br />21. 3" DIAMETER STANDARD PIPE COLUMN. <br />• <br />2 <br />38 <br />I <br />14 -0 3/8 <br />1g 18 <br />22. PLATE 1/4" X 3" X CONTINUOUS WITH 1/2" <br />DIAM. STUDS At 24". <br />� <br />0 <br />I <br />I I <br />i 13'-4 1/6" <br />I <br />3 <br />23. 1/4" WEB PLATE AT BRIDGING LINES. <br />I <br />I I <br />I <br />I <br />I 12'-8'1 <br />I 13 11 <br />3211 14 <br />2 40 <br />O <br />16'-0" <br />th <br />24. PROVIDE X BRIDGING AT FIRST SPACE. <br />25. HSS 8 X 4 X 1/4. <br />26. HSS 2 1/2 X 2 1/2 X 1/4 OUTRIGGERS AT 3 <br />EQUALLY SPACED LOCATIONS IN SPAN - SEE <br />PLAN. <br />• <br />17 <br />-1 <br />' <br />16" 14 <br />I 12 36 <br />12 <br />12 <br />-•.•_„_,•_„_. <br />Z_ 14-2 �/8 11 <br />-••-'• <br />21. HSS 2 1/2 X 2 1/2 X 1/4 SPACERS BETWEEN <br />OUTRIGGERS. <br />I I <br />I I <br />• <br />I I <br />29. STEEL BEAM - SEE PLAN. <br />I I <br />I I <br />I I <br />L <br />30. NOT USED. <br />I I <br />1 <br />' 15 <br />14 ° lro <br />31. MASONRY COLUMN BEYOND - SEE FOUND. <br />PLAN. <br />32. CONCRETE COLUMN BEYOND - SEE FOUND. <br />I 3� <br />PLAN. <br />I I <br />61_011 <br />- <br />81_011 <br />40 fro <br />(p <br />33. HSS 4 X 4 X 1/4 BETWEEN STEEL COLUMNS. <br />53.1 <br />512BACK <br />53.1 <br />34. 2L 3 X 3 X 1/4 X CONTINUOUS BACK TO <br />LEJ <br />16 <br />35. PLATE 3/8" X 1 5/8" X 0'-811 WITH (2) 1/2" <br />-j <br />STUDS. <br />36. HOOK BAR INTO TIE BEAM AT TOP. <br />3-1. 2 % TOP HOOKED AT FAR END OF <br />FILL CELLS WITH GROUT WHERE <br />COLUMN - 2 08 BOTTOM EXTENDED 8" INTO <br />COLUMN - 03 STIRRUPS AT 6". <br />2 <br />A <br />2 <br />7 <br />22 <br />BOLTS OCCUR <br />38. L 3 X 3 X 14 GAGE X 0'-3" WITH (4) 010 <br />TEK SCREWS EACH LEG. <br />53.1 <br />SIMPSON STRONG BOLT 2 At 32" <br />39. 4 010 TEK SCREWS. <br />PLACED TO MISS BLOCK JOINTS <br />40. ALL HORIZONTAL BARS TO BE HOOKED <br />14'-2 1/8" <br />14'-2 1/811 <br />INTO INTERSECTING WALLS. <br />14'-0 3/6" <br />••-••- - <br />3 <br />3 <br />.._.._ <br />.._.._.._.._.. .._.._.. _ <br />L 5 X 3 X 1/4 X CONTINUOUS <br />(LLV) <br />6 <br />1/8 2 <br />m <br />g <br />11 <br />8 <br />- <br />N <br />12 <br />12 <br />N <br />ie 3/5" X ro 5/8" X 0'-8" WITH (2) <br />1/2" 10 X 5" STUDS SPACED roll <br />C. TO C. IN GROUTED K.O. BLOCK <br />4 3ro <br />77" <br />A <br />A <br />20 <br />s32 <br />20 <br />s32 <br />SCALE- 3/4" = l'-0" <br />9 <br />r 10 <br />,4 <br />SI2 <br />21 <br />2 <br />53.1 <br />LD <br />53.1 <br />S33 53.1 <br />0 6" 1' 3' <br />Z <br />C <br />Z < <br />W Z <br />N <br />c a <br />8!1 <br />2 <br />S <br />L <br />Sg <br />w <br />m <br />w� <br />Oars <br />Ir <br />p <br />lul <br />I <br />i7 <br />- O <br />w <br />t <br />o U <br />� <br />u�ifO�v <br />M� <br />U U <br />ur <br />2av!' <br />IL <br />LL 0:,u <br />W <br />fC <br />aa <br />E <br />W �xQW( <br />~ IL <br />Z V <br />O <br />W S LL <br />w <br />VJ <br />Z <br />U) <br />z <br />J <br />W <br />.J <br />y <br />� <br />Q <br />W <br />LL <br />0 <br />= <br />m <br />W <br />LL <br />W <br />W <br />Z <br />J <br />J <br />N <br />0W <br />} <br />LL <br />z <br />U <br />a <br />O <br />Q <br />\ <br />w <br />N <br />U <br />VJ <br />THIS DESIGN AND DRAWING IS THE <br />SOLE PROPERTY OF <br />FLEISCHMANGARCIA. NO PART OF THIS <br />WORK MAY BE REPRODUCED WITHOUT <br />PRIOR WRITTEN PERMISSION FROM <br />FLEISCHMANGARCIA. <br />I CERTIFY TO THE BEST OF MY <br />KNOWLEDGE THAT THESE DRAWINGS <br />OMPLY WITH ALL RELEVANT BUILDING <br />PERMIT <br />D,QCvFI' BENTS <br />o.25525 <br />* 2-*� <br />-o <v <br />STATE OF C \ <br />i�iC� FLOR\OP'•'• ���` <br />gAd�R <br />��illlll\ � <br />19020 <br />ISSUE <br />DATE <br />6/21 /2019 <br />REVISIONS <br />NO DATE NOTES <br />SHEET NAME <br />FRAMING DETAILS <br />SHEET NUMBER <br />S3.1 <br />