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ii a <br />OROOF FRAMING PLAN <br />SCALE: 3/16" = 1'-0" <br />KEYED NOTES <br />OEXISTING STEEL BAR JOISTS AT 48" O.G. (FIELD VERIFY) <br />OEXISTING STEEL BEAM (FIELD VERIFY) <br />0 EXISTING STEEL COLUMN BELOW (FIELD VERIFY) <br />O4 EXISTING 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 />Ol CONT, L 3" x 3" x 1/4" WITH 3/4"0 HILTI HIT-HY10 ADHESIVE <br />ANCHORS AT 4" FROM END AND 24" O.C. MAX. - 6 3/4" EMBED <br />OS CONT. L 3" x 3" x 1/4" WELD TO EACH FRAME / HSS <br />0 L 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 HILTI <br />HIT-HY10 ADHESIVE ANCHORS - 6 3/4" EMBED - SEE DETAIL 2/62E <br />I0 BOLT FRAME (TOP / DIAGONAL MEMBERS) TO MASONRY COLUMN <br />WITH (4) 3/4"0 HILTI HIT-HY10 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 5/62c <br />13 NEW EXHAUST FAN - CONTRACTOR TO FIELD VERIFY JOIST <br />LOCATIONS AND COORDINATE FAN LOCATIONS WITH MECHANICAL - <br />REFER TO DETAILS 4/62c AND 5/62c <br />14 EXISTING METAL ROOF DECK WITH (3) 5/&"0 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 />15 EXISTING METAL ROOF DECK WITH (3) 5/8"O PUDDLE WELDS EACH <br />SUPPORT (MIN.) AND (1) 010 TEK SCREW SIDE LAP FASTENERS (MIN.) <br />EQUALLY SPACED - CONTRACTOR TO FIELD VERIFY AND INSTALL <br />AS REQUIRED <br />16 REFER TO 6/52c FOR STEEL BEAM TO MASONRY CONNECTION <br />Il EXISTING ROOF JOISTS REQUIRING REPAIR - REFER TO DETAILS <br />1/52c, 2/52c, AND 3/52c <br />18 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"41 HILTI HIT-HY10 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 />EXISTING STEEL FRAMING WITH METAL STUD IN -FILL BELOW <br />20 EXISTING STEEL FRAMING WITH METAL STUD IN -FILL BELOW AND <br />METAL STUD PARAPET ABOVE - REFER TO DETAIL 8/52b <br />21 METAL STUD BOX BEAM HEADER - REFER TO 6/8lb <br />22 NEW MC 12x31 - REFER TO 1/52b <br />23 EXISTING CONCRETE / MASONRY COLUMN BELOW (FIELD VERIFY) <br />24 6", IS GA. (600 6162-43) METAL STUDS AT EACH END AND 16" O.C. - <br />SEE DETAIL 8/62b <br />25 4'-0" x 3'-0" MASONRY PILASTER WITH (14) "5 VERTICALS WITH "2 <br />TIES AT 8" O.G. MAX. - GROUT ALL CELLS SOLID - REFER TO I/A6c <br />FOR CONCRETE TIE BEAMS (8" x 16" WITH (2) 05 CONT. TOP AND <br />BOTTOM WITH 03 TIES AT 8" O.C, MAX.) AND MASONRY TIE BEAM (6" <br />x 16" WITH (1) 05 CONT. TOP AND BOTTOM) <br />26 NEW CS x 11.5 x 15'-0" (CENTERED ON EXISTING STEEL BEAM) - <br />REFER TO 10/82b <br />21 (2) FULL GROUTED / REINFORCED MASONRY CELLS - CONTRACTOR <br />TO FIELD VERIFY AND INSTALL GROUT / REINFORCING AS <br />REQUIRED <br />28 WEB AND SEAT REPAIRS REQUIRED AT BOTH ENDS OF JOIST <br />ROOF FR AM INCH PLAN NOTES <br />1. CONTRACTOR / ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY <br />BRACING. <br />2. rz7777= INDICATES 8" x 8" PRECAST CONCRETE U-LINTEL WITH (1) 05 <br />AND 8" END BEARING - SEE DETAIL 1/61b <br />3. ® HATCH INDICATES ro", IS GA. (600 8162-43) METAL STUD <br />WALL WITH STUDS AT 16" O.C. MAX. WITH CONT. 6", IS GA. (600 TI25-43) <br />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"0 PUDDLE WELDS AT 6" O.C. <br />MAX. EDGES <br />5. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS - REFER <br />TO ARCHITECTURAL FOR MASONRY OPENINGS AND ALL DIMENSIONS <br />NOT SHOWN <br />6. REFER TO 1/52c FOR WIND DESIGN CRITERIA <br />REVISIONS <br />BY <br />Q) 03, 10. 15 <br />--- <br />i <br />�� TC <br />r <br />cc <br />Cn <br />V N <br />CO 0 <br />CL <br />�--� C s o <br />(D ` U <br />C . V <br />N <br />L <br />t E '^ <br />Q E?-0 C <br />00 3 <br />r ~ 3 <br />3 ti <br />N <br />CCn <br />a`i v <br />p [ <br />E ~o� <br />N <br />L) <br />W�E-f�.�: <br />„E <br />V) <br />yam <br />,0= <br />.0 <br />a H 0 <br />O O : <br />G4 x 0 ' r <br />oxEy n0 <br />Cq <br />U cn <br />QJ Lo <br />c0 LO <br />N 00 <br />z <br />— <br />M °; <br />� � <br />I <br />zw 0)z <br />J L0 <br />r n LJ <br />v" <br />W O� <br />F-- <br />z v z� <br />x <br />C=1QC <br />�0 <br />zc o� <br />W o <br />'500 <br />�U :2tnrn <br />C J <br />-Ln <br />z + LL. 1,j <br />I <br />Q N <br />¢ i- <br />_ cn c <br />L <br />t� <br />� <br />� <br />O <br />C N <br />C 00 <br />3 N <br />o <br />U U <br />— Z <br />Z 0 <br />J J <br />U > <br />O m �L J <br />�a C <br />�' 0�0 <br />� <br />0—=U <br />W v U <br />0 O (A <br />Q J 0 <br />0 Q CO <br />�U_ <br />Op <br />J LLJ <br />U_ m <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:\ProjectsTrojects 2014\14137 - FMC Z Hills Diagnostics\04-CD\02-REV.01\04-Architectural\S02a-FRM.dwg, 3/24/2015 10:38:36 AM, sharrison, Xerox 6604 PS.pc3 <br />