Laserfiche WebLink
PARAPET CAP/FLASHING. <br />REFER TO ARCH. (TYP.) <br />(1) COURSE K.O. <br />BLOCK w/ (1) W CONT_ <br />CONT. L3" x 3" x <br />WELD TO EA. JOIST. <br />METAL ROOF DECK—\ <br />REFER TO PLAN. <br />W* STD. AC HOOK <br />(2) COURSE <br />BLOCK w/ (1) 05 <br />CONT. EA. COURSE I <br />STEEL ROOF I <br />JOIST. REFER TO <br />PLAN. <br />JOIST BEARING / <br />(SIM., OPPOSITE) <br />HORIZ. JOINT REINF. <br />AT 16" O.C. MAX. <br />VE RT. REINF.- <br />REFER TO PLAN <br />REFER TO 5/53.1 FOR METAL STUD <br />FASTENING NOTES AND ADDITIONAL <br />TYPICAL NOTES. <br />TOP/MASONRY 10 <br />54.4 CONT. 3 5/6", 18 GA. TRACK <br />METAL ROOF DECK. <br />PARAPET VERT. REINF. I REFER TO PLAN. <br />REFER TO- PLAN_ _ - _ 14 GA. CLIP .ANGLE I 16'- 4" <br />OL <br />AT EA STUD TOP/METAL STUD <br />ril <br />1 <br />i8 -0 <br />ROOFING.CONT. L4" x 3" x 1/4" <br />I-01ST BEARING REFER TO ARCH' I (LL.V.) WELD TO EA. JOIST. <br />CONT. L3 x 3 x 3/16 3 5/8", 18 GA. METAL STUD <br />WELD TO EA. JOIST. _ _ I 2 1/2" JOIST TOP CHORD I I FRAMING AT 16" O.G. MAX. <br />EXTENSION _ I (TYP.) U.N.O. <br />x I 1 16' - 8" <br />a <br />JOIST 15f; <br />TOP/STEEL <br />WALL SHEATHING. <br />REFER TO ARCH. (TYP.) U.N.D. <br />(2) COURSE K.O. (4) 010 TEK SCREWS (TYP.) <br />BLOCK w/ (1) 05 I / r _ I <br />CONT. EA. COURSE �' 15'-2 1/2" <br />STEEL BEAM. BOTT./METAL STUD <br />STEEL ROOF REFER TO PLAN. (COOR'D. w/ ARCH.) <br />JOIST. REFER TO — CONT. L2" x 2" x 16 GA. <br />PLAN. /I — — — — — — — — — w/ (2) 010 TEK SCREWS <br />L4"xl 1/2"x14 GA. x 0'-5" EA. LEG AT EA. STUD. <br />(L.L.V.) CLIP ANGLE w/ <br />(5) "10 TEK SCREWS TO PRE-ENGINEERED <br />METAL STUD AND <br />ALUMINUM COMPOSITE <br />(3) 0.145"0 PDFs TO <br />PANEL AND CONNECTIONS <br />STEEL BEAM. LOCATE <br />I CLIP ANGLE EA_ STiJD BY DELEGATE SPECIALTY <br />! (TYP.) ENGINEER <br />CONT. 3 5/6", <br />18 GA. METAL <br />STUD <br />1/2" 1501-ATION <br />JOINT (TYP.) <br />EXTERIOR SLAB. REFER <br />TO ARCH FOR STEP AND <br />SLOPE. <br />GROUT ALL CELLS <br />SOLID BELOW SLAB <br />WALL 5ECTION <br />SCALE: 3/4" • 1' 0" (REFER TO ARCH SECTION 2/. <br />CONT. 3 5/8", 18 GA. TRACK w/ (4) <br />0.145"0 PDF's AT EA. JOIST. FASTEN <br />TRACK TO NESTED STUD w/ 010 TEK <br />SCREWS AT 12" O.G. MAX. EA. LEG. <br />CONT, 3 5/6", 16 GA. TRACK w/ (2) <br />I I I ROWS OF 010 TEK SCREWS AT 12" <br />D.G. MAX. <br />1 1 <br />0'-0" <br />TOP/SLAB <br />REFER t0 5/53.1 FOR METAL STUD <br />FASTENING NOTES AND ADDITIONAL <br />TYPICAL NOTES. <br />15 <br />S4.2 <br />WALL 5 <br />&--ALE: 3/4" e <br />CONT. L3" x 3" x 3/16" <br />WELD TO STEEL <br />BEAM/STEEL JOIST <br />1 <br />m <br />m <br />TION <br />( <br />STEEL BEAM. ' <br />REFER TO PLAN. <br />HSS BEAM (HIGH). <br />REFER TO PLAN, <br />CONT. L6" X 4" X 5/16" <br />(L.L.H.) WELD TO HSS BEAM, <br />CONT. L2" x 2" x 16 GA. <br />w/ (2) 010 TEK SCREWS <br />EA. LEG AT EA. STUD. <br />12' — 011 <br />tOP/H5S <br />(COORD. w/ ARCH.) <br />S <br />REFER TO PLAN. <br />TYP, <br />TYP. <br />BOTT./HSS <br />(COORD, w/ ARCH.) <br />HSS BEAM (LOW) <br />REFER TO PLAN. <br />- - HATCH INDICATES <br />EXISTING CONSTRUCTION <br />TO REMAIN (TYP.) <br />1 <br />TYP. <br />ROOFING. <br />REFER TO ARCH. <br />-METAL ROOF DECK. <br />REFER TO PLAN. <br />-2 1/2" STEEL BEAM CANT. <br />14 GA. CLIP ANGLE <br />AT EA. STUD <br />'CONT. L4" x 3" x 1/4" — - <br />(L.L.V.) WELD TO EA. <br />J015t. <br />STEEL BEAM. <br />REFER TO <br />PLAN.----__--- <br />22`-8"OIL <br />TOP/EXIST. PARAPET <br />(FIELD -VERIFY) <br />CONT. 3 5/8", 18 GA. TRACK w/ <br />(1) #10 TEK SCREW EA. LEG AT <br />EA. STUD. 18'-4" <br />TOP/METAL STUD <br />3 5/8", IS GA. METAL STUD <br />FRAMING AT 16" O.C. MAX. <br />(TYP,) U.N.O. <br />TOP/STEEL <br />PRE-ENGINEERED ALUMINUM <br />/ COMPOSITE PANEL AND <br />CONNECTIONS BY DELEGATE <br />A SPECIALTY ENGINEER. <br />(TYP.) BOTTAIETAL 5TUD <br />(COOR'D w/ ARCH ) <br />SLOPE <br />SEE ARC . <br />2"-12 <br />2"-12 <br />14 GA. CLIP ANGLE CONT. L2" x 2" x 16 CxA, w/ (2) "10 <br />AT EA. STUD. TEK SCREWS EA. LEG AT EA. STUD. <br />(4) 410 TEK <br />T OPTIONAL <br />METAL ROOF DEJK ANGLE <br />REFER TO PLAN.S BEAM SPLICE <br />REFER TO METALEFER TD I LOCATION <br />FASTENINCx NOTESLAN•SHEET 53.1 FOR <br />CONNECTIONS TO <br />METAL STUD FRA6"x4"x5/16„ HSS COL" <br />CONT. L2" x 2" x 16 GA. (L.L.H.) (TYP.) REFER TO <br />w/ (2) 010 TEK SCREWS PLAN. <br />AT LEG AT EA. STUD. <br />TYP. <br />ELEVATION A <br />V f <br />14 GA. CLIP ANGLE TOP/METAL STUD <br />AT EVERY OTHER (GOOR'D. w/ ARCH.) <br />STUD (32" O.G. MAX.) <br />3 5/8", 18 GA. METAL STUD BLOCKING <br />AT 48" O.C. MAX. VERT. LOCATE At EA" <br />STUD (TYP.) U.N.O. <br />% 3 5/8", 18 GA. METAL STUD <br />/ Y FRAMING* AT 16" O.G. MAX. <br />(TYP.) U.N.C. <br />CONT. L6" X 4" X 5/16" (L.L.H.) <br />WELD TO HSS BEAM. <br />WALL SHEATHING. REFER TO <br />ARCH. (TYP.) U.N.O. <br />(4) 010 TEK <br />SCREWS (TYP.) <br />INDICATES THICK SLAB <br />EDGE BEYOND. THICK <br />SLAB EDGE RE INR TO <br />BE CONT. THROUGH <br />BUMPOUT. <br />INCREASE THICKENED <br />SLAB EDGE I'-6" AT <br />METAL STUD BUMPOUTS. <br />COORDINATE EXTENTS <br />w/ ARCH. <br />14 GA. CLIP ANGLE <br />AT EA. STUD <br />EXTERIOR SLAB. REFER <br />TO ARCH FOR STEP AND <br />SLOPE. — <br />. <br />J. <br />ADD (1) *5 CONT. TOP ' <br />ADD (2) M5 CONT, BOTT. <br />ADD 05 TRANSV. AT 16" O.C. <br />MAX. (6" FROM EA. END) <br />(SIM.) <br />REVISIONS <br />BY <br />REV, 4 - 1/25/II <br />n <br />J <br />m <br />Q <br />s <br />_ �5 EC'Qw v <br />N � N � <br />o ° CO JZ <br />O U s (90 N <br />3N 3 <br />N <br />ti <br />N <br />ti <br />0 <br />ra <br />1 <br />vi A <br />ca <br />UoH <br />Z4y., <br />U <br />a w a <br />a <br />o~" O <br />o <br />L Ln <br />OM <br />Z Q) <br />Lo <br />�n <br />w�z <br />� <br />C1C r W <br />L^ <br />N <br />W t- a- <br />W <br />.Z U LLL- <br />Q a <br />-N CS <br />Z V) <br />s • <br />I r <br />(� <br />W <br />o I� <br />U) : <br />� G) <br />aLiw <br />v' <br />:3 <br />0 � o� <br />o �n <br />L <br />O <br />Z <br />-� <br />V 0 <br />I� <br />Cn I� <br />RJ C) <br />CC>-C <br />U_ <br />Z <br />N <br />d" <br />o a>LO <br />v J <br />O. <br />a Q v <br />w U t <br />0 <br />C) r L LL- <br /><t W 0 <br />O c`, � A <br />0_ <br />CO i <br />© <br />O V) <br />0 q Q- <br />CL ilk a� <br />N <br />O <br />J <br />L.L. <br />Date: 12. 15, 10 <br />Scale: AS NOTED <br />Project Mgr; GM <br />Drawn: - <br />Job: 09-45 <br />Sheet <br />- <br />i- -, _ it-,— , --T1 - -- I _F--F-- <br />