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m <br />JOIST BEARING <br />16'-2" A.F.F. (V.I.F•) <br />0 <br />0 <br />N <br />6 <br />I <br />I <br />-- - - - - - - ------------------------------------------ <br />ROOF JOIST MANUFACTURER SHALL COORDINATE ROOF TOP <br />UNIT LOCATION AND SPECIFICATIONS WITH MECHANICAL PLANS. <br />PROVIDE SHOP DRAWINGS <br />4 <br />I <br />3 <br />I <br />1QA'_n" <br />1 <br />EXISTING CMU <br />W ALL/STEEL <br />BEAM TO <br />REMAIN <br />JOIST BEARING \ <br />MATCH EXISTING <br />_/ — - — - — - — - — - — - —_ <br />NEW HSS STL. <br />C2 TUBE COL. <br />MW1 <br />\ 1v.l.r.1 IV.I.r.1 <br />O NEW EXITING CMU <br />CMU WA L TO <br />C---------- -----------------� �� ----� WALL REMAIN <br />L------------------------------ <br />0 <br />° ° ° 0 ° I I <br />I 1 <br />I I I I I I <br />MASONRY WALL REINFORCEMENT SCHEDULE <br />DENOTES 8" REINFORCED CMU WITH 11i #7 VERT. REBAR <br />(SEE SCHEDULE FOR REINF. SIZE) IN GROUTED FILLED CELLS <br />AT EACH ENDS, CORNERS, INTERSECTIONS, NEXT TO EACH <br />NOTE: OPENING AND AS WHERE AS SHOWN ON PLAN. SEE DET. <br />3/S-5 AT EXISTING WALL <br />MW1 - DENOTES 8" REINFORCED CMU WITH (1) #7 VERT. REBAR rla 32" O/C MAX. <br />MW2 - DENOTES 8" REINFORCED CMU WITH (1) 47 VERT. REBAR Id 24" O/C MAX. <br />^ JF FRAMING PLANS: <br />DOF ASSEMBLY TO BE BUILT-UP ROOF OVER 1.5", TYPE <br />I" GALVANIZED G90, 22 GA METAL ROOF DECK CONT. OVER <br />OR MORE SPANS. SEE SCHEDULE FOR ROOF DECK GAGE <br />�D ATTACHMENT REQUIREMENTS. <br />EE ARCH. PLANS FOR TOP OF PARAPET ELEVATIONS <br />EE STRUCTURAL NOTE SHEET FOR BRIDGING REQUIREMENTS <br />:OR JOIST & JOIST GIRDERS. <br />EE SECTIONS FOR FRAMING DETAILS. <br />ROVIDE SPECIAL JOISTS AND A/C FRAMING AT <br />\LL ROOF TOP A/C UNITS. REFER TO MECHANICAL <br />IVAC PLAN FOR LOCATION AND WEIGHTS OF EACH UNIT <br />;EE PLAN FOR JOIST BEARING ELEVATIONS <br />BTJ" INDICATES BOLTED TIE JOIST PER OSHA REQIREMENTS. <br />;EE UPLIFT BRIDGING DETAILS AND UPLIFT DAIGRAM. <br />ROOF DESIGN LOADS <br />TOP CHORD <br />LIVE LOAD <br />TOP CHORD <br />DEAD LOAD <br />BOT. CHORD <br />DEAD LOAD <br />30 PSF <br />25 PSF <br />5 PSF <br />CONCRETE BEAM GENERAL NOTES <br />1. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH <br />END (E.E.) OF BEAM OR THROUGHOUT (T.O.) BEAM AS INDICATED <br />ON BEAM SCHEDULE, STIRRUPS SHALL BE TYPE S-3 AND HOOPS <br />SHALL BE TYPE T-1 TYPICAL CRSI BAR BENDS UNLESS OTHERWISE <br />NOTED. <br />2• ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS <br />UNLESS OTHERWISE NOTED <br />3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE <br />CONTINUOUS THROUGH TIE -BEAMS ONLY. <br />4. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW & <br />DOOR HEADS (28" MAX.) ADD 245 BOTTOM IF DROP EXCEEDS 8", <br />5. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE <br />INCREASED 8" TO FIT BLOCK WORK. <br />6. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND <br />6"MINIMUM INTO SUPPORT UNLESS OTHERWISE NOTED, <br />7. REFER TO GENERAL NOTES FOR INFORMATION ON CONCRETE <br />AND STEEL SPECIFICATIONS, <br />8. CONCRETE FOR COLUMNS AND BEAMS SHALL HAVE 3000 PSI <br />COMPRESSIVE STRENGTH AT AT 28 DAYS <br />ROOF FRAMING PLAID <br />CONCRETE BEAM SCHEDULE <br />MARK <br />SIZE <br />(W x H) <br />REINFORCING <br />#3 STIRRUPS <br />REMARKS <br />TOP <br />MID <br />BOTT <br />TB1 <br />8"x16" <br />(2) #5 <br />- <br />(2) #5 <br />(4) #3 TIES fal 12" O.C. <br />EACH CORNER - THE <br />REMAINDER fat 48" <br />TB2 <br />8"x8" <br />(2) #5 <br />TOP OF T132 = TOP OF PARAPET <br />PRECAST LINTEL <br />BM-1 <br />8"X961' <br />(2) #5 <br />(16) #5 <br />(2) #7 <br />181, O/C <br />CLOSED HOOPS <br />VERIFY BEAM DEPTH WITH <br />DOOR SPEC'S <br />ROOF DECK ATTACHMENT <br />ZONE <br />DECK SIZE <br />ATTACHMENT 5/8" DIA. WELDS (TYP.)` <br />ALL <br />1-1/2"x22 GA, <br />VULCRAFT 1.51322 ATTACHED TO ALL ROOF SUPPORTS <br />W/ 5/8" PUDDLE WELDS ON 36/7 LAYOUT AND (8) # 10 <br />TEK SCREWS SIDELAP FASTENERS PER SPAN, 5/8" <br />PUDDLE WELDS AT PERIMETER AT 6" O/C. <br />HlrlrutU <br />ALL POINTS OF <br />AT JOIST <br />AT WALL CONTACT AFTER <br />DEAD LOAD IS <br />JOIST BRIDGING NOTES: <br />1/8 APPLIED <br />1. BRIDGING SHOULD BE FURNISHED AND INSTALLED TO MEET THE <br />SIZE AND SPACING REQUIREMENTS OF THE SJI STANDARD <br />4. DO <br />NOT WELD BRIDGING TO JOIST WEB MEMBERS. DO NOT HANG <br />SPECIFICATION FOR OPEN WEB STEEL JOIST. ALL BRIDGING <br />ANY <br />MECHANICAL, ELECTRICAL, PLUMBING, ETC. FROM BRIDGING. <br />AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED <br />BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS, <br />5. BRIDGING <br />LEGEND <br />THE LAST TWO JOIST SPACES IN A LINE OF BRIDGING SHALL <br />BE "X" TYPE. <br />OA <br />HORIZONTAL BRIDGING ATTACHED TO TOP AND BOTTOM CHORD <br />2. PROVIDE UPLIFT BRIDGING AT FIRST BOTTOM CHORD PANEL <br />© <br />ALL BRIDGING TO BE DIAGONAL BRIDGING WITH B <br />POINT EACH END OF JOIST, REFER TO UPLIFT TABLES ON <br />BOLTED CONNECTIONS AT CHORDS AND INTERSECTIONS. <br />STRUCTURAL PLANS FOR UPLIFT BRIDGING CONNECTION DETAILS <br />© <br />SINGLE LINE HORIZONTAL UPLIFT BRIDGING. <br />3. BRIDGING MEMBERS SHALL BE WELDED TO JOISTS WITH 1/8" <br />FILLET WELD AT ALL POINTS OF CONTACT. EXCEPT FOR BOLTED <br />CROSS BRIDGING, WHICH SHALL BE BOLTED TO JOIST WITH 1/2" <br />DIA. BOLT THROUGH JOIST CHORD GAP. <br />'JOIST BRIDGING NOTES <br />IN -FILL CMU WALLS <br />TO EXISTING <br />OPENINGS (TYP.) SEE <br />DET, 2/S-7 <br />1 <br />I <br />EXISTING HSS <br />STL. TUBE COL <br />TO REMAIN <br />-�-- D.1 <br />EXISTING STL. NEW HSS <br />BEAMS TO REMAIN STL. <br />C4 TUBE <br />COL. <br />----------------- <br />EXISTING STL. <br />BEAMS TO REMAIN <br />C4 C5 � D <br />MW1 <br />NEW HSS STL. <br />TUBE COL. C4 <br />NEW HSS STL. I i <br />TUBE COL. TYP. <br />I I 1 <br />I <br />I S-5 <br />I <br />I <br />F; I <br />I , <br />-NEW HSS STL. ) <br />TUBE COL. <br />TYP. <br />C <br />; I <br />�I <br />-NEW STL. BEAM <br />W21x62 <br />I � <br />I ; <br />1 TYP• SEE SHEET S-4 FOR <br />S-13 I ENTRY FEATURE <br />TOWER STEEL <br />' I FRAMING PLAN AND <br />I; <br />DETAILS <br />NEW HSS STL. I I TYP. <br />I <br />TUBE COL. I <br />T V D ! . <br />(' <br />I PROVIDE SHOP DRAWINGS FOR <br />WINDOW/DOOR SHUTTER AND <br />NEW STL. BEAM <br />�' <br />I SPECIAL SHUTTER SUPPORTING <br />W21x62 <br />I <br />MULLION SYSTEMS, <br />NEW HSS <br />STL. <br />C4 <br />TUBE <br />COL. <br />- - - - <br />- - <br />--�--- <br />MW1 <br />C5 <br />I <br />I <br />NEW HSS STL. <br />C4 <br />TUBE COL, <br />I <br />I <br />I <br />' <br />TYP. <br />w <br />nirni ii� � CI trl <br />I <br />C4 <br />NEW STL. BEAM <br />W21x62 <br />IN -FILL CMU WALLS <br />TO EXISTING <br />OPENINGS (TYP.) <br />SEE <br />DET. 2/S-7 <br />I <br />NEW HSS STL. <br />i <br />TUBE COL. <br />MW1 <br />NEW HSS STL. <br />TUBE COL, I <br />C2 A <br />i <br />Proj. Mgr. <br />JU <br />Job. Capt. <br />SG <br />Drawn bg <br />JT <br />RON <br />BARR, A.I.A. <br />Revd bg <br />STATE OF FLORIDA <br />RB <br />AR 0016160 <br />O W <br />O W <br />U <br />F <br />U 0 O <br />O <br />z z <br />w <br />FIN-- <br />H w <br />U O Q <br />Q O? <br />w <br />Q O O O_ <br />< F- z <br />IL <br />a U U <br />WW <br />a J,� 0 <br />w F 8 w p <br />4a O O M <br />W <br />m <br />¢ <br />Z S <br />== <br />z w Q U <br />X o <br />W I- <br />Z <br />w F <br />0-1 <br />w <br />Z O w w j cn <br />O W W <br />cn <br />>_ O Z <br />0} zQ H w Y <br />0 w <br />w H O <br />a W z 0 O O- <br />z <br />m U <br />w 0 D <br />dLL OF z 2 Z= <br />w J j <br />w w <br />ZO O U � o 0 <br />LL OS <br />Z z <br />a w <br />I- U } z_ U <br />¢ Y <br />x~ <br />W_ (D <br />I- LL <br />x rn z w z <br />i- w L,J <br />I- <br />O U <br />�5 Z Q} w LL O <br />Z Ft UW <br />00UW= <br />W 1--0 <br />2Qa <br />W <br />jOg�oO <br />WX <br />w <br />U p z <br />S0=OU <br />a <br />0 J <br />o <br />o°Z <br />Iz <br />o7)_ azx=m <br />= <br />X <br />= <br />v 2z <br />O 5 W w 1- 03: U <br />ama <br />raFzoxPzzza <br />© COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />Revisions: <br />1L GENERAL REVISIONS (09/30/2013) <br />12 AS BUILT (04/24/2014) <br />CADFILE No. <br />a <br />M <br />a <br />O <br />� <br />� <br />AA <br />P <br />O <br />a <br />_ <br />aw�a <br />via <br />O <br />N <br />H <br />I' Sheet Title <br />TAYLAN KALKAN, P.E. <br />ENGINEERING PLUS <br />Scale: <br />Date: <br />5 - 5 - 2 014 <br />FL. P.E. # 67349 & C.A. # 26538 <br />19528 SEDGEFIELD TERRACE <br />Project No. <br />BOCA RATON, FL 33498 <br />12 - 0 2 7 <br />(561) 756 4106 (561) 479 3743 fax <br />L <br />O <br />�L <br />N <br />a) <br />m <br />M <br />(p <br />0) <br />c <br />N <br />c <br />O <br />N <br />c <br />c <br />N <br />� <br />°- <br />W <br />> <br />�' <br />o <br />0) <br />E <br />4' <br />!E*j <br />:T!::! <br />ca:) <br />u(1) <br />E <br />C <br />0 <br />of <br />In <br />L <br />(,0 <br />cn <br />C <br />r <br />O <br />U <br />t <br />� <br />0 <br />U <br />0 <br />O <br />U <br />L <br />t� <br />Sheet No. <br />Smw3 <br />