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13-749-083ROOF FRAMING LEGEND: Ipm +xx . r TOP OF DECK ELEVA 77ON PROPOSED � OF STEEL JOISTS PROPOSED CON77N000S STEEL ANGLES PROPOSED CONCRETE COLUMN BELOW PROPOSED CONCRETE TIE BEAM BELOW PROPOSED NON -LOAD BEARING WALL BELOW ROOF FRAMING NOTES: 1. SEE SHEET S1.0 FOR STEEL JOIST NOTES 2. SEE SCHEDULES ON S4.1 FOR BEAM SIZES AND REINFORCING. J. COORDINA TE ALL ROOF SLOPES AND ELEVA 77ONS WITH ARCHITECTURAL. 0 4. ROOF IS COMPOSED OF 14KJ STEEL JOISTS AT 5' O.C. NTH=INFORMA G90 GALVANIZED METAL DECK. SEE ARCH. D WG'S FOR ROOF 5. STEEL JOIST DESIGN AND INSTALLA 77ON SHALL COMPLY WITH THE FLORIDA BUILDING CODE. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ALL REQUIRED CONNECTIONS, REINFORCEMENT AND LAYOUT. SHOP DRAWINGS AND CALCULATIONS SHALL BEAR THE SEAL OF A FLORIDA REGISTERED ENGINEER. 6. ALL SUSPENDED MECHANICAL LOADS TO BE PROVIDED TO JOIST MANUFACTURER, AND ENGINEER OF RECORD, PRIOR TO DESIGN. % STEEL JOISTS TO BE DESIGNED FOR UL TIMA TE NET UPLIFT OF —69.5 PSF. 8. STEEL JOIST BEARING SEATS TO BE ADJUSTED FOR SLOPED ROOF. BEARING SEAT NOT TO EXCEED 5" WIDE. 9. SEE ARCH. DWG'S FOR FIREPROOFING REQUIREMENTS (IF APPLICABLE) FOR METAL DECK do JOISTS. 10. THERE ARE NO ROOFTOP EQUIPMENT PROPOSED FOR THIS BUILDING. ROOF PENETRATIONS ARE 13 x13" OR SMALLER (SEE TYPICAL DETAILS). COORDINATE W/ TH MEP DRAWINGS. 11. COLUMNS TO EXTEND TO TOP OF PARAPET U.N.O. 12. SEE SHEET S5.0 FOR THE LOCA 77ON OF THE DROPPED 77E BEAM OVER MASONRY OPENINGS. ADJUST 77ES TO INCLUDE ADDITIONAL REINFORCING AT THESE LOCA TIONS FRAMING KEY: SEE SHEET S4.1 FOR REINFORCEMENT TB -3 L-1 L NUMBER ON SCHEDULE L TYPE 77E BEAM STEEL ANGLE SEE BELOW L-1: 4"x3�"x4" ANGLE (LLV, CONT.) WELDED TO STEEL JOISTS L-2: 4 xS"x$" ANGLE (LLV, CONT) CONNECTED TO BEAM OR MASONRY WITH J"O EXPANSION BOLTS 0 32" O.C. CELLS TO BE GROUTED ® BOLT LOCA TIONS. 3 S3.0 SIM. ROOF FR AMING PLAN S2.1 SCALE: 1/4"=1'-0" D� RECREATIONAL D ESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 Fax: 954.566.3335 s G / LU LU Y' 't 3 / s F ri: o06. - w q3 Wlam//%164 LV {z 0 Gi fs's sus � y _ J 's i Z W . LL _ Uj P/w, p, "/, LL Q w z, $ _j Yid Qi s. t %yi% fi? J w p iliia% s u. w o _ _I H .i o t a is z 4' CONC. EYEBROWS t LLJ SEE BEAM SCHEDULE < L M C O v d" Q T V5 Oct z ce) D d w (L U j `c�v Nz N jw— co w (L" r Ln • ' D 2 ElmoL w 1�- O Cl) U a w w m O z J t z t r o z 3 ZLU •, / © RENIER J. ZAMQRANA, P.E. FL. No. 75361 z C/-9 PROJECT NUMBER '" � 1320MPCP U W � F I L E No. 1320MPCP 0 0 DRAWN K.Z. w; >. t11y ti: tl`1C i cj'—�T C-� w REVIEWED; R.Z. 0 °� CHECKED C.E.E. f�''� < DATE 07-02-13 L) �I • ;�f� U J ISSUE / REVISIONS Il. w F Al 08 12 I3 COORDINA TION w S9 C/:) Z z Q m rJ� F- C� W SHEET TITLE C!3 r; G F < FLAMING � PLAN SHEET NUMBER S2,1