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1B." SEE PLAN <br />ROOF METAL DECK SEE <br />STRUCTURAL NOTES <br />(TYP. MISC. <br />STL CONN.) <br />BEAM: SEE PLAN <br />MIN. BRG. TYP. ON STEEL <br />N8 <br />(TYP. JST CONK. <br />U.O.N.) <br />z- UPLIFT BRIDGING PER SJI. <br />JOIST SEE PLAN <br />- L2x2xy BOTT. CHORD <br />BRACING AT EA. JOIST. DO NOT <br />WELD KICKERS UNTIL ALL DEAD <br />LOADS HAVE BEEN APPLIED TO <br />RM <br />JOIST TO STEEL BEAM SECTION <br />3/4"=1 "-0" <br />RE: S-1.1 <br />BEAM <br />PLATE <br />PLATE <br />STUD <br />STUD <br />MARK <br />HEIGHT "H' <br />DxL <br />QTY <br />W8-W14 <br />P-1 <br />14' <br />'7x6" <br />6 <br />W16-W18 <br />P-2 <br />18' <br />Y4'x6" <br />8 <br />W21-W24 <br />P-3 <br />24' <br />'7x6" <br />10 <br />T.O. BEAM <br />SEE PLAN <br />CONC. COLUMN SEE PLAN <br />f <br />TYP. MISC. <br />e STL CONN. U.O.N.) <br />PROVIDE SLOTTED HOLES IN BEAM <br />AT CONNECTION <br />VIDE FLANGE BEAM <br />SEE PLAN <br />COLUMN SEE PLAN <br />New <br />CAP PLATE Jf <br />(TYP. U.O.N.) <br />TYP. <br />STABILIZER PLATE DO NOT WELD <br />TO JOIST <br />COLUMN SEE PLAN —� <br />(TYP. MISC. <br />STL CONN.) <br />T.O. BERM <br />SEE PLAN <br />WIDE FLANGE BEAM <br />SEE PLAN <br />BOLTED CONNECTIONS W/ A325 BOLTS MIN., AS <br />PER AISC MANUAL, SHALL BE CAPABLE OF <br />SUPPORTING MAXIMUM ALLOWABLE UNIFORM <br />LOAD OF BEAM. <br />2 TYPICAL SHEAR CONNECTION <br />3/4"=V-0" <br />RE: S-1.1 <br />2" <br />ADDITIONAL WEB MEMBERS - <br />BOLTED CONNECTIONS W/ A325 BOLTS MIN., AS <br />OR ANGLE TO BE SIZED BY <br />PER AISC MANUAL, SHALL BE CAPABLE OF <br />JOIST MANUFACTURER IF <br />SUPPORTING MAXIMUM ALLOWABLE UNIFORM <br />REQUIRED SEE 7/S-3.1 <br />LOAD OF BEAM. <br />PLATE 1/2'x8'x'H' <br />SEE SCHED ABV. <br />TYPICAL BEAM TO CMU SECTION <br />3/4"=1 '-O" <br />RE: S-1.1 <br />3 8" STIFFENER NS�k_l <br />COLUMN SEE PLAN <br />HSS6x3xY <br />PLATEx BEAM WIDTH x <br />12" LONG (TYP. U.O.N.) <br />T.O. BEAM <br />FIELD VERIFY <br />NEW STEEL BEAM SEE <br />PLAN <br />9 STUB UP COLUMN DETAIL <br />3/4"=1'-0" <br />RE: 2/S-3.2 <br />ROOF TOP MECHANICAL UNIT <br />"RTU" <br />SIZE do LOC. OF OPG. VARY <br />COORD.W/ MECH. <br />L4x4x1/4 <br />JOIST: SEE PLAN <br />6 TYP. ROOF OPENING <br />3/4"=1'-0" <br />RE: S-1.1 <br />B-1 AT T/ WALL SEE <br />S-2.2 FOR DETAIL <br />VARIES <br />T.O. WALL <br />(TYP. MISC. <br />STL CONN.)e <br />` '4� <br />�° �• ;off � ° ma`s <br />.4' <br />5' MIN. BRG. <br />(TYP. FOR K-SERIES JOISTS ON CMU) <br />T.O. PARAPET <br />(SEE ARCH) <br />mk TA. PARAPET <br />(SEE ARCH) <br />L3x3xY xCONT. <br />B-3= SINGLE KNOCK OUT' i B-3= SINGLE KNOCK OUT- I <br />UNTEL 'KOL" W/ I UNTEL 'KOL" W/ I <br />(2)#5xCONT. TYP. 0 µ L3x3xY xCONT. (TYPICAL DECK EDGE (2)#5xCONT. TYP. 0 <br />T/CMU. U.O.N. ANGLE U.Q.N.) T/CMU. U.O.N. TYP. MISC. <br />e STL CONN.) <br />CONN. U.O.N.) ifs 2" i7 <br />• TO JST.ECK L <br />U.O.N.) B-1 CONC. BEAM SEE ROOF METAL DECK SEE <br />I )f8 S-2.2 FOR DETAIL <br />�. STRUCTURAL NOTES <br />--- ------------------------------ <br />OL JOIST BEARING JOIST BEARING <br />'J.B." SEE PLAN 'J.B." SEE PLAN <br />� s <br />PLATE 3/8'x5'x8" W/ (2 PLATE 1/4"x4"x6' W/ s <br />J6• 5/8'0 ANCHORS i (2) )f DIA. x4' LONG H.C.A. I <br />AT 24" O.C. <br />z ° i <br />3 <br />I ° I HORIZONTAL BRIDGING IN <br />I - UPLIFT BRIDGING PER SJI. 4" ACCORDANCE W/ S.J.I. SEE <br />B-1 CONC. BEAM SEE I _ JOIST: SEE PLAN' i PLANS <br />S-2.2 FOR DETAIL I <br />I L3x3xY7x10e W/ (2) 9'O I JOIST SEE PLAN <br />HORIZONTAL JOINT REINFORCEMENT AT 16' TYPE EXPANSION A.B. G.C. do <br />O.C. AS PER STRUCTURAL NOTES AND MASON SHALL COORD. TYPICAL VERTICAL WALL <br />PLACEMENT OF FILLED CELLS REINFORCEMENT SEE PLAN do <br />DETAIL 7/5-2.1 (TYP. U.O.N.) REQUIRED FOR ANCHORAGE STRUCTURAL NOTES <br />3 TYP. JOIST TO CMU SECTION BRIDGING ANCHORAGE AT SIDE WALL <br />3/4"=1'-0" 4 3/4"=1'-0" <br />RE: S-1.1 RE: S-1.1 <br />ATTACH RTU TO CURB PER <br />MANUFACTURER RECOMMENDATIONS <br />ROOF CURB: ATTACH TO STEEL <br />ANGLE SUPPORTS W/ 0.157' dia <br />POWER DRIVEN FASTENERS "PDF' <br />AT 16' O.C. MAX. <br />JOIST MANUFACTURER TO COORDINATE W/ <br />MECHANICAL DRAWINGS FOR LOCATION OF <br />EQUIPMENT AND DESIGN JOIST <br />ACCORDINGLY FOR THESE ADDITIONAL <br />LOADS <br />" <br />HSS6x3xY AT TOP OF <br />WALL <br />PLNt'xWx10' W/ (2) N' <br />DIA.x6' LONG <br />10 STEEL CONNECTION TO MASONRY WALL <br />3/4"=1'-0" <br />RE: S-1.1 <br />ADDITIONAL WEB MEMBERS OR ANGLE TO <br />BE SIZED BY JOIST MANUFACTURER IF <br />REQUIRED BY THEM. <br />P <br />(TYP. MISC. <br />STL CONN.) <br />7 POINT LOAD SUPPORT DETAIL <br />3/4"=V-0" <br />RE: "6"/S-3.1 <br />BOLTED CONNECTIONS, AS PER <br />AISC MANUAL, SHALL BE <br />CAPABLE OF SUPPORTING <br />MAXIMUM ALLOWABLE UNIFORM <br />LOAD OF BEAM. <br />BEAM SEE PLAN <br />' STIFFENER PLATE T.O. BEAM <br />SEE PLAN <br />WIDE FLANGE BEAM <br />SEE PLAN , WIDE FLANGE BEAM <br />SEE PLAN <br />STANDARD ANGLE FRAMING CONN. USE ANGLES <br />U.O.N. W/ -Y; DIA. A325 BOLTS <br />w <br />8 TYP. BEAM TO BEAM CONNECTION <br />3/4"=V-0" <br />RE: S-1.1 <br />BOWEN ENGINEERING <br />CORPORATION <br />1 528 VASSAR STREET <br />ORLANDO, FL 32804 <br />EB 5026 <br />BEC PROJECT No. 2022.050 <br />es <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 NW 80th Ave. Suite 303 <br />Miami Lakes, Fl, 3 016 <br />T. 786-235-9097 <br />F, 305-362-4420 <br />dtiinfo@dtiarchitect.com <br />www.dtiarchitect.com <br />No. 54831 0, <br />�7000 �`W� O i STATE i <br />• <br />��,, �•••� o ` • <br />lip <br />.#"fil, , <br />Revisions: <br />a <br />Z0 <br />i2 <br />0 <br />W <br />W <br />Z <br />HJ <br />w <br />`` <br />0 <br />Q <br />W <br />X <br />W <br />W <br />W <br />o <br />= <br />� <br />a <br />0 <br />Wm <br />.3 <br />w <br />W <br />�J <br />OW <br />0 <br />�a <br />0 <br />Z <br />TOM <br />Z <br />0 <br />�J g0o <br />� W <br />V Qz0 <br />0� �0u. <br />V Q L5av� <br />OC a = <br />>0 <br />_ > > IL <br />IL 0 ad <br />W N <br />W N <br />0 <br />a <br />.lob Number: <br />22008.01 <br />File name: <br />Issued Date: <br />07-25-22 <br />Drawn by: <br />G K <br />Checked by: <br />WM <br />II SHEET NAME (� <br />ROOF <br />FRAMING <br />DETAILS <br />