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A A A Ae. _ <br />1 L2' <br />a a 1 1/2• a a 1 1/2, a D41112, a 1 1/2• <br />N <br />Ri V fA V m V R1 V <br />PLAN PLAN PLAN PLAN <br />A B C D T ANCH RE. A B C D T HS RE. <br />SECTION (IN) (IN) (IN) (IN) (IN) BOLTS MARKS SECTI❑N (IN) (IN) (IN) (IN) (IN) BOLTS MARKS <br />CONC6'x6'xl/4' TS 14' 14' 11' 11' 1' 4# 1' DIA FILL 6'x6'xl/4' TS 14' 14' 11' 11' 1' 4# 3/4' DI <br />FILL <br />6'x3'xl/4' TS 14' 14' 11' 11' 1/2' 4# 1/2' DIA CONC. 16lx3"xl/4- TS 14' —1/ 0 11' 1/2' 2# 3/4' DI ON C/L <br />FILL OF BEA <br />STOP WWF 3' 1/2' DIA. SMOOTH <br />FROM JOINT EA. FROM <br />@ 24' O.C. <br />SIDE GREASE <br />CONSTRUCTION J❑INT (CJ) <br />SAW CUT 1/4' <br />a <br />A <br />CONTROL J❑INT (CJT) <br />1/2' FILLER <br />Aw� <br />R <br />JOINT <br />EXPANSI❑N J❑INT (EJ) <br />I ` <br />(U <br />PL 3/8'x4'x0'-8' 1Ef' <br />IEEE <br />1 1 2' 5' �, 1 1/2' N <br />N, <br />1/2' IIIA x 5' H.S i <br />JS1. <br />11 1 BASE PLATE SCHEDULE 12 I CAP PLATE SCHEDULE 1 3 1 SLAB J❑INTS 1 4 1 JUIJ I I U f ANLL 15 1 PANEL EMBED 8( J❑IST SEAT 1 6 1 RESERVED 1 <br />k ❑PNG k <br />Lid <br />13 <br />z <br />0— <br />cis <br />W <br />PLAN <br />L5'X5'X3/8' (TYP.) —. F <br />JOIST <br />J❑IST <br />VOTEi <br />-OR OPENING <br />SIZES REFER TO <br />3KYLITE SCUTTLE' <br />aND P.R,V. <br />SUBMITTALS <br />j1�Tf►�1 <br />REt EQUIPMENT <br />SUBMITTALS <br />•r SECTION <br />OPTIONAL SEE ARCH, DWGS <br />7 1 ROOF ❑PNG FRAMING <br />Ill METAL DECK <br />i —JOIST <br />WELD AFTER DEAD <br />LOAD IS AF PLIED' <br />TO ROOF <br />GIRDER WEB <br />MEMBERS NOT <br />SHOWN <br />FILLER AT EA. <br />BRACE 3/16Loll <br />F— 1/4X4X4 BRACE L 2X2X1/4 <br />N.A. REs NOTE <br />NOTEi GIRDER MFR. IS TO DESIGN GIRDER FOR <br />UPLIFT AS INDICATED ON DWG'S AND IS TO <br />ADEQUATELY BRACE THE BOTTOM CHORD. <br />MINIMUM BRACING IS AT 1/4 POINTS OF SPAN. <br />13 BRACING @ 1/4 P❑INTS <br />CMU. WALL <br />ADDITIONAL #5 <br />CORNER BAR — <br />SEE SCH <br />2'-6' <br />Z <br />1 <br />N <br />EDULE <br />CONTINUOUS <br />REINFORCING <br />SEE SCHEDULE <br />V <br />8 F❑❑TING CORNER DETAIL <br />L 3x3x1/4 CONT. (DECK <br />SUPPORT) U1/ 3/4"Ox 5" <br />EMBED. UJEDGE A. BOLTS <br />AT 2 4" O.C. <br />EMBEDDED STEEL SEAT- <br />L 811x16 "XI/2" 12 <br />W/(4)-3/4"0xl'-0" LONG NS <br />WELDED HEADED STUDS. <br />-1/4 <br />8-„X¢„ TYP. G.T.®CONK. <br />r:4 <br />JL 12A20/ax0'-12 <br />• <br />WK2) I/2" 4x5" EMB. <br />'+ ' • ; - <br />EPDXY BOLTS <br />'. :. <br />'ONC. COL. (D RE III. NOT <br />SHOWN FOR CLARITY. <br />COL & FTG. UON <br />PLACE <br />SET. MATCH <br />LACE CONC. AFTER <br />SLAB FINISH. <br />2' THK GROUT <br />'2' EXP. JT.--\ <br />3/4' PLY'D <br />BOX <br />OPTIONAL <br />SCH. FTG. <br />9-1 SECTION <br />1 j x 22 GA GAL V <br />METAL DECK <br />TYP. ROOF JOISTS. <br />— 4-1' DIA. OR <br />18' LG.A.B.W/DBL NUT <br />& WASHERS (TYP.) <br />SEE SCHEDULE <br />EXP. JT. TYP. <br />V <br />OF FTG. NEV F, _ - 2'-0 <br />101 PLAN <br />CONC. COL. Q <br />Sx24 (8) +6 t 03T a 8 <br />5/8 CDX PLYWC <br />OR DENSGLASS <br />TYPICAL COL. <br />REi PLAN FOR <br />TYPE & SIZE <br />i— 1/2' EXP. JT. TYP <br />PLACE CONC. <br />AFTER COL. SET <br />C8 X 16GA 0 24 C/C — <br />0.11 1Xl-1/2 HEAVY DUTY <br />HILTY PINS 0 24" C/C TYP. <br />COL. T <br />Sx24 MAS COL. (3) "6 <br />r•roln nnl %tl <br />TOJ <br />GIRDER - WEB <br />MEMBERS NOT <br />SHOWN <br />3/16 V <br />It 61X61Xl/2' <br />JOIST — BC EXT <br />1/4 <br />WELD AFTER DEAD <br />LOAD IS APPLIED <br />T❑J REi PLAN (2) 1/2' DIA. BOLT <br />TYP @ COL. ONLY, GAGE 3/16 2 3 1/2' _ <br />H - 3/4' DIp% BOLTS UON <br />Typ <br />UU13N 4 JOIST <br />METAL DECK 44) 3/4' DIA. BOLTS <br />N A N <br />r, <br />' METAL DECK <br />GIRDER <br />WELD <br />3/8'X6'X601' DEAD <br />Xi'-2' IS PIED <br />3/4'X6'X6' <br />GIRDER <br />ON ROOF L— TS COL <br />111 J❑IST TO T,Sr COLUMN <br />COL. T <br />Sx24 MAS <br />E 3/41X61X6' -� N�:3/16 <br />IE 3/8'X6'Xl'-2' <br />WELD AFTER DEAD <br />LOAD IS APPLIED <br />ON ROOF W 3/41X61X6' <br />1/4 > TS COL, <br />121 GIRDER TO T,S, COLUMN <br />K 16GA 9 24 C/C <br />1xl-1/2 HEAVY DUTY <br />'Y PINS a 24" C/C TYP. <br />5/8 CDX PLYWOOD/ <br />OR DENSGLASS <br />o a 32 C/C <br />C (fi�D' Ti�USs CONK. 8" CBW W/ �6 g 32 C/C <br />8" CBW W/ �6 9 32 C/C <br />L 3'x3'xl/4' CONT. TO COLUMN. <br />JOIST 6' <br />+181-81 <br />• • " : • , <br />METAL DECK - <br />:' CONC. CO 5 O •♦ <br />v 4., <br />.;• :... ;;' 8xl6 (4) +'6 t 3T is8 '>,.•. <br />::,... <br />MB-3 •'`ti - <br />/' •� 1,' is N w, <br />4"x4'xl/4"x24' 5/8 CDX PLYWOOD/ <br />OR DENSGLASS <br />f 5/8 CDX PLYWOOD/ <br />C8 X 16GA 14 C/C A OR DENSGLASS <br />0.11 1XI-1/2 HEAVY DUTY :r <br />r HILTY PINS a 2411 C/C TYP. <br />L 3"x311xi/4" FILL CELL CS X 16GA 24 C/C <br />TYP 0.11 1XI-1/2 HEAVY DUTY <br />HILTY PINS e 24" C/C TYP. <br />0 W/(2)1/2"bx5" <br />EPO LTS <br />14 15 181 <br />ME <br />S' <br />Q. <br />IhA.. <br />A. JACK MES ULAM, P.E. <br />CONSULTING MEER <br />512104RRD DRIVE <br />CORAL GABLES, LORIDA, 33146 <br />PHONE: (305) 665-5032 <br />PE 0 12326 <br />e Tecl.. <br />®R., <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 N.W. 80th Ave. Suite 303 <br />Miami Lakes, FI.33016 <br />T. 786-235-9097 <br />F. 305 362-•44.20 <br />dtiinfo@dtiarchitect.com <br />=.dtiarchitect.com <br />I Carlos Pizarro, R.A. I I <br />AR - 0013079 <br />Revisions: <br />Date Description <br />Qj LANDLORD WORK 10/115/2015 <br />C7 <br />N <br />d <br />a <br />O <br />�gg <br />o <br />�; <br />W <br />U <br />U <br />va <br />0 <br />0 <br />w <br />Ix <br />A <br />z <br />A�1 <br />z <br />U <br />a <br />tA <br />entn <br />� <br />� <br />� <br />a <br />o <br />a <br />� <br />H <br />0 <br />w <br />x <br />� <br />F-' <br />z <br />0 <br />.� <br />O <br />L <br />U <br />� <br />rW <br />V1 <br />0 <br />a <br />O <br />a <br />0 <br />w <br />� <br />� <br />� <br />a <br />N <br />Job Number: <br />12049.01 <br />File name: <br />Issued Date: <br />09.25.13 <br />Drawn by: <br />MCab <br />Checked by: <br />C.P./C.C. <br />SHEET NAME <br />STRUCTURALL <br />DETAILS <br />