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I <br />4 <br />jh JST. BRG. <br />IV MATCH EXIST. <br />CONC. CAP C15-2 (TYP.) <br />50TJCAP = 12'-0" <br />(REFER TO 6 E 1/54b) <br />TB- I <br />BOTJBM. = 12'-0" <br />DIAL. BRIDGING <br />AT END BAYS <br />(REFER TO 3/541o) <br />CONT. HORIZ. BRIDGING <br />(REFER TO 3/84b) <br />IVJST. BRG. <br />MATCH EXIST. <br />TB-1 <br />50TJ5M. = 12'-0" <br />All, JST. BRG. <br />MATCH EXIST. <br />TB- I <br />BOTJBM. = 12'-0" <br />jk JST. BRG. <br />MATCH EXIST. <br />TB-1 <br />BOTJBM. = 12'-0" <br />CANOPY LINE ABOVE <br />(SEE ARCH. DWGS.) <br />CONC. CAP CB-3 (TYP <br />SOREFROt�'I It AND AIRLOCK BOT./CAP = 11'-4" <br />(REFER TO 6 E �/S4b) <br />PARTIAL FRAMING FLAN <br />SCALE: 3/f6" = 1'_/J111 <br />TB- I <br />BOT./BM. = 12'-0" <br />N■ O W 6 x 15 O W 6 x 15 <br />0 BOTJSTL. = 9'-4'1BOTJSTL. = V-4" <br />W6x15 W6x15 <br />BOT./8TL. = S'-4" BOTJSTL. = 9'-411 <br />W6x15 <br />W 6 x 15 O O CONC. CAP C5-2 (TYP.) <br />BOTJStL. L9'-4" 50TJCAP = 8'-8" <br />BOTJStL_ 9'-4" <br />(REFER TO 1/54b) <br />TB-1 <br />BOTJBM. = 12'-0" <br />H55 2� x 2� x Y4" CONC. CAP C5-3 (TYP.) <br />SPACED AT 4'-0" 50TJCAP = 10'-8" <br />o.c. MAX. (TYP.) (REFER TO 6/64b) <br />T.O. STL. = 12'-7 <br />0 ROOF FRAMING FLAN <br />SCALE: W,,&,, = 1'-0" <br />CONC. CAP C15-3 (TYP.) <br />BOTJCAP = 10'-8" <br />(REFER TO 1/84b) <br />CANOPY LINE ABOVE <br />(SEE ARCH. DWGS.) <br />CONC. CAP C5-3 (TYP.) <br />BOTJCAP = 10'-8" <br />(REFER TO Co E 1/64b) <br />i A11� I 1r 19— A� A— <br />BOTJBM. = IS -4" <br />TB-1 <br />BOTJBM. = V-4" <br />CONC. CAP C15-3 (TYP.) <br />BOTJCAP = 11'-4" <br />(REFER TO 6 4 1184b) <br />TB-1 <br />BOTJBM. = 12'-0" <br />CANOPY LINE ABOVE <br />(SEE ARCH. DWCrt6.) <br />ROOF FRAMING PLAN NOTES <br />I. COORDINATE ALL DIMENSIONS w/ ARCH. DWGS, FOUNDATION PLAN AND <br />EXISTING STRUCTURE. <br />2. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS RELATED TO THE <br />EXITING BUILDING BEFORE FABRICATION AND CONSTRUCTION. <br />3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING <br />AND BRACING. <br />4. ROOF SHALL BE FLAT U.N.O. REFER TO ARCH. DWGS. FOR ROOFING <br />MATERIAL SLOPE. <br />5. (CB-X) AND (TB-X) DENOTE CONCRETE BEAM AND TIE -BEAM TYPE <br />RESPECTIVELY. REFER TO CONCRETE BEAM / TIE -BEAM SCHEDULE FOR <br />SIZE AND REINFORCEMENT. REFER TO DETAIL 3/51b FOR MORE <br />INFORMATION. <br />6. (L-X) DENOTES LINTEL TYPE. REFER TO DETAIL 14/84a FOR LINTEL <br />SCHEDULE SHOWING SIZE AND REINFORCEMENT. <br />i. CMU WALL HATCH DENOTES WALL HEIGHT. REFER TO CMU WALL <br />ELEVATION SCHEDULE FOR WALL LEGEND ELEVATIONS. <br />8. METAL ROOF DECK TO BE lei" DEEP, 20 GA., GALVANIZED AND TYPE "B". <br />DECK SHALL BE INSTALLED IN 3 SPANS (MIN.). FASTEN DECK w/ (5) V 0 <br />PUDDLE WELDS PER 3ro" AT EACH SUPPORT AND (5) N 10 TEK SCREWS <br />EQUALLY SPACED BETWEEN SUPPORTS AT SIDELAP. WELD METAL ROOF <br />DECK TO CONTINUOUS ANGLE w/ V PUDDLE WELDS SPACED AT 6" o.c. <br />(MAX.). REFER TO DETAIL 5/84b FOR MORE INFORMATION. <br />g. PROVIDE BEAM CORNER BARS AT ALL CORNERS AND INTERSECTIONS. <br />REFER TO DETAIL 2/61b FOR MORE INFORMATION. <br />10. COORDINATE SIZE, WEIGHT AND LOCATION OF ROOF TOP UNITS (RTUs) <br />AND MECHANICAL EQUIPMENT w/ MECH. AND ARCH. DWGS. REFER TO <br />DETAILS 11/84b AND 12/84b. <br />11. PROVIDE SPECIAL JOISTS TYPE "SP-JST I" AT EACH RTU LOCATION. <br />REFER TO DETAIL 10/54b FOR MORE INFORMATION. <br />12. PROVIDE JOIST REINFORCEMENT FOR EXISTING JOISTS SUPPORTING NEW <br />BTUs. REFER TO DETAILS 3/84c, 6/84c AND 1/54c FOR MORE <br />INFORMATION. <br />13. REFER TO NET WIND UPLIFT PLAN ON SHEET Sib. <br />14. STRUCTURAL STEEL USED TO HAVE Fy = 50 KSI U.N.O. <br />CONCRETE SEAM / TIE-5ErAM SCHEDULE <br />RE INPORCEMENT <br />MARK <br />WIDTH <br />DEPTH <br />I <br />STIRRUPS <br />TYPE <br />REMARKS <br />TOP MID <br />BOTTOM <br />T5-1 <br />8" <br />16" <br />(2) *5 <br />- <br />(2) *5 <br />_ <br />A <br />(2) K.O. BLOCK <br />GROUT FULLY <br />CB-1 <br />8" <br />16" <br />(2) *5 <br />- <br />(2) *5 <br />*3 g 8" O.C. <br />B <br />CONCRETE <br />BEAM <br />C15-2 <br />8" <br />16" <br />(2) <br />- <br />(2) *5 <br />03 8" o.c. <br />5 <br />CONCRETE <br />CAP <br />C15-3 <br />8" <br />2411 <br />(2) *5 <br />(2) *5 <br />(2) *5 <br />*3 ,8 8" o.c. <br />B <br />CONCRETE <br />CAP <br />TYPE "A" <br />TYPE nBn <br />CMU WALL ELEVATION SCHEDULE <br />LEGEND <br />CMU WALL ELEVATION <br />REMARKS <br />TOP OF MASONRY WALL = 10'-6" <br />TOP OF MASONRY WALL = 16'-8" <br />TOP OF MASONRY WALL = 18'-811 <br />TOP OF MASONRY WALL = 20'-8" <br />REVISIONS BY <br />0 <br />U <br />\ M <br />�w <br />1—I ¢ <br />W U <br />av� <br />o � N <br />¢ • <br />�I ¢ 7 .a <br />o x X 3 <br />ti <br />\ co <br />N <br />t` <br />O <br />� a <br />w <br />SEAL <br />R <br />MOUCHIR S. CHENOUDA <br />PE # 69180 <br />0)NLn <br />W Ln0M <br />�000 <br />moo <br />N <br />D <br />? 00 <br />LL <br />o� <br />w� u <br />v • 0 �i <br />JN <br />LLI m <br />Ln <br />Y 00 <br />Q � L <br />— J <br />006 N <br />Z002 <br />Z M f� <br />W g °' <br />L.T. CO 00 <br />Lu <br />ZW <br />LJH <br />OVZ <br />`~ W ° <br />oJUL� <br />t Q ° O <br />o U W 3� <br />= <br />L LI Q t <br />vQZ�m <br />.� Ow N <br />m DC —� <br />0 <br />J::) <br />Date: 06. 12. 12 <br />Scale: AS NOTED <br />Project Mgr: MSC <br />Drawn: <br />Job: 10-61 <br />Sheet <br />S2b <br />-- <br />