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-— I I J1-L 1----11 1 JOIST BEARING 16'-2" A.F,F, (V.I,F,) 0 6 N 7 6 I I I I I -------------------------------------- MASONRY WALL REINFORCEMENT SCHEDULE DENOTES 8" REINFORCED CMU WITH (1) #7 VERT. REBAR (SEE SCHEDULE FOR REINF. SIZE) IN GROUTED FILLED CELLS AT EACH ENDS, CORNERS, INTERSECTIONS, NEXT TO EACH NOTE: • OPENING AND AS WHERE AS SHOWN ON PLAN. SEE DET. 3/S-5 AT EXISTING WALL MW1 -DENOTES 8" REINFORCED CMU WITH (1) #7 VERT. REBAR fd 32" O/C MAX. MW2 - DENOTES 8" REINFORCED CMU WITH (1) #7 VERT. REBAR Fd 24" O/C MAX. '% (",F FRAMING PLANS: DOF ASSEMBLY TO BE BUILT-UP ROOF OVER 1.5", TYPE GALVANIZED G90, 22 GA METAL ROOF DECK CONT. OVER OR MORE SPANS. SEE SCHEDULE FOR ROOF DECK GAGE �D ATTACHMENT REQUIREMENTS. EE ARCH. PLANS FOR TOP OF PARAPET ELEVATIONS EE STRUCTURAL NOTE SHEET FOR BRIDGING REQUREMENTS :OR JOIST & JOIST GIRDERS, EE SECTIONS FOR FRAMING DETAILS, ROVIDE SPECIAL JOISTS AND A/C FRAMING AT \LL ROOF TOP A/C UNITS, REFER TO MECHANICAL iVAC PLAN FOR LOCATION AND WEIGHTS OF EACH UNIT 3EE PLAN FOR JOIST BEARING ELEVATIONS. BTJ" INDICATES BOLTED TIE JOIST PER OSHA REQIREMENTS, 3EE UPLIFT BRIDGING DETAILS AND UPLIFT DAIGRAM. ROOF DESIGN LOADS TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOT, CHORD DEAD LOAD 30 PSF 25 PSF 5 PSF ROOF JOIST MANUFACTURER SHALL COORDINATE ROOF TOP UNIT LOCATION AND SPECIFICATIONS WITH MECHANICAL PLANS, PROVIDE SHOP DRAWINGS 4 3 I I I IV.I.r.) EXISTING CMU O REMAIN I I I I I I I I I I ROOF VR ING DEAN CONCRETE BEAM GENERAL NOTES 1. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E.) OF BEAM OR THROUGHOUT (T,O.) BEAM AS INDICATED ON BEAM SCHEDULE, STIRRUPS SHALL BE TYPE S-3 AND HOOPS SHALL BE TYPE T-1 TYPICAL CRSI BAR BENDS UNLESS OTHERWISE NOTED. 2. ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED 3. ALL TIE BEAMS (MARK 7131 REINFORCING SHALL BE CONTINUOUS THROUGH TIE -BEAMS ONLY. 4. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW & DOOR HEADS (28" MAX.) ADD 245 BOTTOM IF DROP EXCEEDS 8 5. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK WORK. 6. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6"MINIMUM INTO SUPPORT UNLESS OTHERWISE NOTED. 7. REFER TO GENERAL NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS, 8. CONCRETE FOR COLUMNS AND BEAMS SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AT AT 28 DAYS CONCRETE BEAM SCHEDULE MARK SIZE (W x H) REINFORCING #3 STIRRUPS REMARKS TOP I MID BOTT TB1 8"x16" (2) #5 - (2) #5 (4) #3 TIES 0 12- O.C. EACH CORNER - THE REMAINDER 0 48" T132 8"x8" (2) #5 - TOP OF TB2 = TOP OF PARAPET PRECAST LINTEL BM-1 8"X96" (2) #5 (16) #5 (2) #7 18 O/C CLOSED HOOPS VERIFY BEAM DEPTH WITH DOOR SPEC'S ROOF DECK ATTACHMENT ZONE DECK SIZE ATTACHMENT 5/8" DIA. WELDS (TYP.) ALL 1-1/2"x22 GA, VULCRAFT 1.51322 ATTACHED TO ALL ROOF SUPPORTS W/ 5/8" PUDDLE WELDS ON 36/7 LAYOUT AND (8) # 10 TEK SCREWS SIDELAP FASTENERS PER SPAN, 5/8" PUDDLE WELDS AT PERIMETER AT 6" O/C. SCALE : 1/8"=1'-0" 71 d• / 1 NEW EXISTING CMU CMU WALL/STEEL WALL BEAM TO REMAIN JOIST BEARING \ Ell _/ — MATCH EXISTING — NEW HSS STL. E C2 TUBE COL. I MW1frrm 1 Z[ C IN -FILL CMU WALLS TO EXISTING OPENINGS (TYP.) SEE co DET. 2/S-7 I I � I LL d EXISTING HSS STL. TUBE COL, TO REMAIN EXISTING STL. NEW HSS �? BEAMS TO REMAIN STL. N TUBE v C4 COL. I I--------------------------------- NEW HSS MW1 STL. TUBE I COL. 1 I Eli I 11.11 I I I I ; I EXISTING STL. BEAMS TO REMAIN I � I - — - ----- - C3 OC4 C5 D MW1 I I NEW HSS STL, C4 1 TUBE COL. I c0 NEW HSS STL. I I TYP. TUBE COL. I 1 ' S-5 NEW HSS STL. TUBE COL. TYP. I ; — ' I I S-5 I , I , 'I I I _ I ' C N I ; i I i I NEW STL. BEAM W21x62 I II TYP. I; 1 I SEE SHEET S-4 FOR - - - S-13 I ENTRY FEATURE I ' TOWER STEEL C3 FRAMING PLAN AND DETAILS I � NEW HSS STL. I TYP. TUBE COL. 1 I _ _ ' TYP. I I — 2 S-5 I PROVIDE SHOP DRAWINGS FOR N SPECIAL SHOOR SHUTTER AND UTTTER SUPPORTING NEW STL. BEAM F= W21x62 MULLION SYSTEMS. I I ' NEW HSS STL. C4 I TUBE I COL. - - - - - —- - - - -�--� C3 I MW1 I C5 I NEW HSS STL. C4 TUBE COL. I I I I � I � I illlll-- TYP. I 1 NEW HSS 1 STL. TUBE MW1 COL. 1 - ------ ------------------------ C4 NEW STL. BEAM W21x62 IN -FILL CMU WALLS TO EXISTING OPENINGS (TYP.) SEE DET. 2/S-7 NEW HSS STL. C3 TUBE COL. I I I I MW1 °) NEW HSS STL. -- -- TUBE COL,- - - c2 A i I hrrLicL) ALL POINTS OF AT JOIST AT WALL CONTACT AFTER DEAD LOAD IS JOIST BRIDGING NOTES: 1/8 APPLIED 1. BRIDGING SHOULD BE FURNISHED AND INSTALLED TO MEET THE SIZE AND SPACING REQUIREMENTS OF THE SJI STANDARD 4. DO NOT WELD BRIDGING TO JOIST WEB MEMBERS. DO NOT HANG SPECIFICATION FOR OPEN WEB STEEL JOIST. ALL BRIDGING ANY MECHANICAL, ELECTRICAL, PLUMBING, ETC. FROM BRIDGING, AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS, 5. BRIDGING LEGEND THE LAST TWO JOIST SPACES IN A LINE OF BRIDGING SHALL BE "X" TYPE. D HORIZONTAL BRIDGING ATTACHED TO TOP AND BOTTOM CHORD 2. PROVIDE UPLIFT BRIDGING AT FIRST BOTTOM CHORD PANEL © ALL BRIDGING TO BE DIAGONAL BRIDGING WITH B POINT EACH END OF JOIST. REFER TO UPLIFT TABLES ON BOLTED CONNECTIONS AT CHORDS AND INTERSECTIONS, STRUCTURAL PLANS FOR UPLIFT BRIDGING CONNECTION DETAILS SINGLE LINE HORIZONTAL UPLIFT BRIDGING, © 3. BRIDGING MEMBERS SHALL BE WELDED TO JOISTS WITH 1/8" FILLET WELD AT ALL POINTS OF CONTACT, EXCEPT FOR BOLTED CROSS BRIDGING, WHICH SHALL BE BOLTED TO JOIST WITH 1/2" DIA. BOLT THROUGH JOIST CHORD GAP. JOIST BRIDGING NOTES Z2�0�4 C),�y L � TAYLAN KALKAN, P.E. ENGINEERING PLUS FL. P.E. # 67349 & C.A. # 26538 19528 SEDGEFIELD TERRACE BOCA RATON, FL 33498 (561) 756 4106 (561) 479 3743 fax Pro j. Mgr. JU Job. Capt. SG Drawn bS JT RON BARR, A.I.A. ftv'd by STATE OF FLORIDA R5 AR 0016160 O Z O z v w U 0 p o W �a w JQ O X W Q Q 0 F m 2 U O m W LL0 6 W= v~i I� Q W 0 z 1- � W w R w F z Z V w ww> D �Y LL Z) z } O p O Om Oa m LLS z-z W J mnO z=H z v a O x z 3 a w OU w 5 cn 4 Y IL U a w -1 2 0 02 Z F- W Q Z z= z 0 �- U) Z m a O c] 0 0 0 N W z=_ V a v w U o z x O o C=7 0 2 a 0 z U 2 0 0 O W V = Z� U 0 = z a W = U= 0� LU w w I' U r¢ 9)¢ t¢ z z o� F z z z¢ © COPYRIGHT 2012 BARR ARCHITECTURAL STUDIO Reviaione: Z GENERAL REVISIONS (09/30/2013) �2 AS BUILT (04/24/2014) CADFILE No. a M a M O � � � A 1 M w O a4 r ' O N � O 0 N L aD cM (0 C co 0) N � O N � c c � NaS� U �- A, > `iJ o m cu cu E L O O i N 00 C cu r It O L N (A L 0 -:3 U � O LO Q U L Sheet Title Scale: Date: Sheet No. 5-5-2014 Project No. 12-027 S.3