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_ _ I I I I :➢ 1 1 1 <br />3 3/4" <br />PROVIDE SIGNED AND SEALED CALCULATIONS, SHOP, <br />AND INSTALLATION DRAWINGS FOR PREFABRICATED <br />ALUMINUM CANOPY TO BE INSTALLED ALONGSIDE <br />THIS EDGE - TYPICAL WHERE CANOPY OCCURS <br />14'-2 1/8" <br />a <br />c <br />co <br />0 <br />N <br />SCALE" 1 1/2" = 1'-0" <br />CID <br />14'-2 1/811 <br />(AT 5A ONLY) <br />25 <br />3"1 <br />14'-2 1/8" <br />I 29 <br />I <br />3� <br />I 25 <br />!b 7,G 11 u i II u 01II _/ <br />3 3/4" <br />i <br />I <br />I <br />I I-- --I I <br />M <br />I I , <br />I _ 1 <br />I I <br />I I <br />cv I I <br />� i I <br />I I <br />I I <br />I 1 <br />I I <br />I I <br />I 1 <br />I I <br />I I <br />3/8" f1? WITH (2) 3/411 0 <br />A325 BOLTS I 1 <br />3/I6 <br />I <br />rJ, rJ' ,� I'O <br />812 512 53.1 <br />S32 832 832 <br />SCALE" 1 1/2" = 1'-0" SCALE" 1 1/2" = 1'-0" <br />(4) 3/4" 0 A325 BOLTS <br />CMU WALL ONLY <br />AT DETAIL C <br />fE1/2"X10"X0'-8" <br />c, cc <br />L::j <br />1 1/2" gel 3/8" CAP fE <br />I <br />I <br />� 14'-2 1/8" <br />3/8" fE WITH <br />A325 BOLTS <br />SCALE" 1 1/2" = 1'-0" <br />1/2" X 9" X 0'-i 5/8" WITH (2) YARIE-0 <br />4" m X 4" STUDS ALONGSIDE EE � <br />CENTERLINE <br />1/2" X 15" X 0'-1 5/6" WITH (3) E <br />4" 0 X 4" STUDS ALONGSIDE <br />CENTERLINE <br />C <br />3/8" fI? W11 <br />A325 BOL <br />NQ <br />Lj53-j2 <br />SCALE" 1 1 <br />1 1 1/2" X 22 GAGE GALVANIZED TYPE "B" <br />STEEL DECK <br />2. ONE COURSE OF KO. BLOCK GROUTED <br />AND REINFORCED WITH 1 S CONTINUOUS. <br />3. TWO COURSES OF KO. BLOCK EACH <br />GROUTED AND REINFORCED WITH 1 M5 <br />CONTINUOUS. <br />4. FOR WALL REINFORCEMENT SEE <br />FOUNDATION PLAN. <br />5. EXTEND REINFORCEMENT TO TOP OF <br />PARAPET. <br />6. L 1 1/4 X i 1/4 X �/64 BRIDC-�INCs. <br />I. L 3 X 3 X 1/4 X CONTINUOUS WITH 5/8" <br />DIAM. EXPANSION BOLTS AT 24". <br />8. L 2 X 2 X 1/4 X 1'-0" WITH (2) 1/2" DIAM. <br />EXPANSION BOLTS AT BRIDGING LINES, <br />9, BRICK VENEER - SEE ARCHITECTURAL <br />DRAWINGS. <br />10. L 3 X 3 X 1/4 X CONTINUOUS. <br />11. BEAM REINFORCEMENT: 4 05 CONTINUOUS <br />AND 03 TIES a 24" <br />12.05 a 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 />N co <br />G Z <br />Z < <br />J <br />%2 <br />C V <br />11 <br />�$ <br />N <br />Z <br />Z -i <br />< � <br />K3 <br />< <br />m <br />fig" <br />L� <br />m � <br />a0 <br />Il! <br />p <br />LL <br />16. PRECAST LINTEL GROUTED AND <br />'¢ REINFORCED WITH 105 SEARING MINIMUM 8" <br />.512 EACH SIDE OF OPENING. <br />S32 11. THREE COURSES OF KO. BLOCK EACH <br />GROUTED AND REINFORCED WITH 1 05 <br />CONTINUOUS. <br />15. L 4 X 4 X 3/5 X CONTINUOUS WITH 3/4" <br />DIAM. TITEN-HD BOLTS AT 24" - DO NOT <br />INSTALL BOLTS WITHIN 1 1/2" OF HEAD JOINT. <br />19. TOP OF PARAPET BEYOND. <br />20. s 05 CONTINUOUS AND 03 STIRRUPS AT 6" - <br />LAP ALL BARS AT CORNER <br />I <br />21. 3 DIAMETER STANDARD PIPE COLUMN. <br />II II II <br />3/5" CAP fE - AT LOCATIONS <br />® <br />® <br />22. PLATE 1/4 X 3 X CONTINUOUS WITH 1/2 <br />WHERE JOIST SITS ON COLUMN <br />DIAM. STUDS AT 24". <br />MAKE M DIMENSION PERPEND. <br />TO BEAM ct A MINIMUM OF 5" <br />23. 1/4" WEB PLATE AT BRIDGING LINES. <br />24. PROVIDE X BRIDGING AT FIRST SPACE. <br />25. HSS 8 X 4 X 1/4. <br />2ro. HSS 2 1/2 X 2 1/2 X 1/4 OUTRIGGERS AT 3 <br />EQUALLY SPACED LOCATIONS IN SPAN - SEE <br />PLAN. <br />2-1. HSS 2 1/2 X 2 1/2 X 1/4 SPACERS BETWEEN <br />OUTRIGGERS. <br />28. C8. <br />29. STEEL BEAM - SEE PLAN. <br />30. NOT USED. <br />31. MASONRY COLUMN BEYOND - SEE FOUND. <br />PLAN. <br />32. CONCRETE COLUMN BEYOND - SEE FOUND. <br />PLAN. <br />33. HSS 4 X 4 X 1/4 BETWEEN STEEL COLUMNS. <br />34. 2L 3 X 3 X 1/4 X CONTINUOUS BACK TO <br />S12 <br />BACK <br />153-22 1 <br />35. PLATE 3/8" X -1 5/5" X 0'-8" WITH (2) 1/2" <br />aof <br />N O <br />W <br />c U <br />0 cd <br />��� <br />U <br />12 <br />� R � <br />III,LL cm <br />O? <br />W <br />i fC0 <br />pM= <br />d a LL.^m..� <br />, <br />Z C <br />� W xxQm <br />~ 111. 0 <br />2 V <br />O <br />Egli. <br />W <br />STUDS. <br />THIS DESIGN AND DRAWING IS THE <br />36. HOOK BAR INTO TIE BEAM AT TOP. • SOLE PROPERTY OF <br />FLEISCHMANGARCIA. NO PART OF THIS <br />3/8" X 13 1/2" X 0'-1 5/8" WITH 3-7. FOR EXTERIOR SOFFIT AND SUPPORT WORK MAY BE REPRODUCED WITHOUT <br />SYSTEM SEE ARCHITECTURAL DRAWINGS. PRIOR WRITTEN PERMISSION FROM <br />> 3/411 0 X 4" STUDS ALONSIDE FLEISCHMANGARCIA. <br />CENTERLINE <br />35. L 3 X 3 X 14 GAGE X 0'-3" WITH (4) 010 1 CERTIFY TO THE BEST OF MY <br />TEK SCREWS EACH LEG. KNOWLEDGE THAT THESE DRAWINGS <br />OMPLY WITH ALL RELEVANT BUILDING <br />3S. (4) 010 TEK SCREWS. CODES <br />PERMIT <br />Q11111 ,N/ . <br />5525 <br />STAT OF <br />FG41#kOJIECM INLIIMBER <br />19020 <br />ISSUE <br />3/811 X 12 1/211 X 0'-'l 5/811 WITH DATE <br />> 3/411 0 X 4" STUDS ALONSIDE 6/21/2019 <br />CENTERLINE <br />512 <br />S32 <br />SCALE- 3/4" = 1'-0" <br />7%=�mm� <br />0 6" 1' 311 <br />SHEET NAME <br />FRAMING DETAILS <br />SHEET NUMBER <br />S3.2 <br />