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-50 <br />JOIST DIAGONAL / VERT. JOIST DIAGONAL / VERTji-- <br />AND SEAT ANGLE REPAIRS AND SEAT ANGLE REPA <br />NOT REQUIRED THIS END NOT REQUIRED THIS END <br />OROOI= FRAMINC- PLAN <br />SCALE: 3/16" = I'-0" <br />KEYED NOTES <br />OI EXISTING STEEL BAR JOISTS AT 48" O.C. (FIELD VERIFY) <br />OEXISTING STEEL BEAM (FIELD VERIFY) <br />OEXISTING STEEL COLUMN BELOW (FIELD VERIFY) <br />OEXISTING MASONRY BEARING WALL BELOW (FIELD VERIFY) WITH <br />NEW MASONRY PARAPET - SEE DETAIL 6/62b <br />OHSS 1 1/2" x 1 1/2" x 1/4" (NESTED) AT EACH END AND 24" O. C. MAX, - <br />WELD TO STEEL ANGLE AND STEEL BEAM <br />OHSS 1 1/2" x 1 1/2" x 1/4" (NESTED) AT EACH END AND 12" O. C. MAX. - <br />WELD TO STEEL ANGLE AT EACH END <br />OCONT. / 3" x 3" x 1/4" WITH 3/4" 0 HILT[ HIT-HY'10 ADHESIVE <br />ANCHORS AT 4" FROM END AND 24" O.C. MAX. - 6 3/4" EMBED <br />OCONT. L 3" x 3" x 1/4" WELD TO EACH FRAME / HSS <br />OL 3" x 3" x 1/4'' WELDED (ALL AROUND) STEEL ANGLE FRAME AT <br />(+/-) 6" FROM EACH END AND 45" O.G. MAX WITH (3) 3/4"0 HILT[ <br />HIT-HY-10 ADHESIVE ANCHORS - 6 3/4" EMBED - SEE DETAIL 2/82b <br />10 BOLT FRAME (TOP / DIAGONAL MEMBERS) TO MASONRY COLUMN <br />WITH (4) 3/4"0 HILT[ HIT-HY710 ADHESIVE ANCHORS, 4" EDGE <br />DISTANCE / 6 3/4" EMBEDMENT <br />II EXISTING MASONRY BEARING WALL BELOW (FIELD VERIFY) <br />12 NEW RTU - CONTRACTOR TO FIELD VERIFY JOIST LOCATIONS AND <br />COORDINATE RTU LOCATIONS WITH MECHANICAL - REFER TO <br />DETAILS 4/62c AND 5/82c <br />13 NEW EXHAUST FAN - CONTRACTOR TO FIELD VERIFY JOIST <br />LOCATIONS AND COORDINATE FAN LOCATIONS WITH MECHANICAL - <br />REFER TO DETAILS 4/52c AND 5/62c <br />14 EXISTING METAL ROOF DECK WITH (3) 5/&"9 PUDDLE WELDS EACH <br />SUPPORT (MIN.) AND (3) 010 TEK SCREW SIDE LAP FASTENERS (MIN.) <br />EQUALLY SPACED - CONTRACTOR TO FIELD VERIFY AND INSTALL <br />AS REQUIRED <br />IS EXISTING METAL ROOF DECK WITH (3) 5/8"0 PUDDLE WELDS EACH <br />SUPPORT (MIN.) AND (1) #10 TEK SCREW SIDE LAP FASTENERS (MIN.) <br />EQUALLY SPACED - CONTRACTOR TO FIELD VERIFY AND INSTALL <br />AS REQUIRED <br />16 REFER TO 6/62c FOR STEEL BEAM TO MASONRY CONNECTION <br />17 EXISTING ROOF JOISTS REQUIRING REPAIR - REFER TO DETAILS <br />1/52c, 2/52c, AND 3/52c <br />IS L 6" x 4" x 5/16" (L.L.H.) WELDED STEEL ANGLE FRAME <br />(3-LOCATION6: (+/-) 6" FROM TOP, (+/-) 2" ABOVE EXISTING <br />PARAPET AND (1) EQUALLY SPACED) - FASTEN TO NEW MASONRY <br />WALL WITH (4) 3/4"0 HILTI H[T-HY'10 ADHESIVE ANCHORS - 6 3/4" <br />EMBED - FASTEN EACH METAL STUD TO STEEL ANGLE WITH 14 GA. <br />CLIP ANGLE - REFER TO 2/A6c FOR ADDITIONAL INFORMATION <br />ROOF FRAMINC-6 PLAN NOTES <br />I. CONTRACTOR / ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY <br />BRACING. <br />2. INDICATES 6" x 8" PRECAST CONCRETE U-LINTEL WITH (1) #5 <br />AND 8" END BEARING - SEE DETAIL 1/51b <br />3. HATCH INDICATES 6", IS GA. (600 8162-43) METAL STUD <br />BEARING WALL WITH STUDS AT 16" O.C. MAX. WITH CONT. 6", IS GA. <br />(600 T125-43) METAL TRACK TOP AND BOTTOM <br />4. NEW METAL ROOF DECK TO BE 1 1/2" DEEP, 22 GA., GALVANIZED, TYPE <br />"B" - FASTEN ROOF DECK WITH (4) 5/8"0 PUDDLE WELDS AT EACH <br />SUPPORT, (4) 010 TEK SCREW SIDE LAP FASTENERS (EQUALLY <br />SPACED BETWEEN SUPPORTS), AND 5/8"4 PUDDLE WELDS AT b" O.C. <br />MAX. EDGES <br />S. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS - REFER <br />TO ARCHITECTURAL FOR MASONRY OPENINGS AND ALL DIMENSIONS <br />NOT SHOWN <br />6. REFER TO -1/62c FOR WIND DESIGN CRITERIA <br />REVISIONS <br />BY <br />r--r <br />i Gr <br />GO <br />U CO CO <br />� M N <br />' <br />/ N N O <br />Cd <br />S G- <br />� <br />./ C • U <br />F�� U N ' <br />a� <br />it E <br />3 ti 3 <br />O = N <br />r` <br />.� <br />r—� ± o <br />N <br />l; <br />I <br />W <br />U cfl <br />(0Lo <br />c4 00 <br />Z a)to <br />co am <br />M 11 <br />C:'t <br />I <br />Vc0oo <br />J if) <br />r- <br />22 � w <br />i <br />W L O0- <br />W � <br />F2 <br />Z U z lJi <br />X <br />o � <br />Z cn o .0 <br />W 0 <br />00 <br />(7) <br />Z <br />In 0) <br />U-w <br />� I <br />r- <br />O `o <br />0 <br />o� <br />C�2 <br />c� <br />J`� <br />3 N <br />o� <br />�� <br />U U <br />- Z <br />Z 0 <br />J J <br />U > <br />O m �� J <br />JQ <br />� <br />;� <br />w N <br />o O <br />0U �v <br />v - O <br />U <br />CM0 0' <br />a) W a) <br />ce- Q_I 0N0- <br />to <br />Q to <br />O 0 <br />ww <br />Date: 12. 23. 14 <br />Scale: AS NOTED <br />Project Mgr: DSH <br />Drawn: SEH <br />Job: 14-137 <br />Sheet <br />S2a <br />H:\Projects\Projects 2014\14137 - FMC Z Hills Diagnostics\04-CD\01-CDA\04-Architectural\S02a-FRM.dwg, 12/23/2014 2:43:59 PK shatrison, Xerox 6604 PS.pc3 <br />