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SLOPE <br />sEE AR <br />COMPOSITE ALUMINUM PANELS <br />AND CONNECTIONS BY <br />DELEGATE SPECIALTY <br />ENGINEER. <br />HATCH INDICATES <br />EXISTING CONSTRUCTION <br />TO REMAIN (TYP.) <br />R001=1NCx. <br />REFER TO ARCH, <br />METAL ROOF DECK. REFER TO <br />PLAN. REFER TO METAL STUD <br />FASTENING NOTES ON SHEET 53.1 <br />FOR CONNECTIONS TO METAL <br />STUD FRAMING. <br />CONT. L2" x 2" x Igo GA. EA. <br />COMER (TYP.) w/ (2) 410 TEK <br />SCREWS EA. LEG AT EA. STUD. <br />TOP/METAL STUD <br />(COORD. w/ ARCH.) <br />3 5/8", 1S GA. METAL STUDS <br />AT Iro" O.C. MAX. (TYP.) U.N.O. <br />COMPOSITE ALUMINUM PANELS <br />AND CONNECTIONS BY <br />SLOPE DELEGATE SPECIALTY <br />SEE ARC ENGINEER. <br />10'-0" (VERIFY) n <br />—� TOP/METAL STUD <br />I, %d � (COOR'D. w/ ARCH.) <br />BOTT./METAL STUD <br />(COOR'D. w/ ARCH.) <br />COOR'D. EXTENT OF CANOPY, <br />Lw/ ARCH. NOTE: CONT. HORIZ. <br />METAL STUD BRACING AT <br />LOCATIONS w/o CANOPY ' <br />f <br />SHEATHING. REFER TO ARCH. <br />I I (TYP.) U.N.O. <br />GONT. 3 5/8", 18 GA. METAL <br />I I TRACK. <br />REFER TO 5/53.1 FOR METAL STUD <br />FASTENING NOTES AND ADDITIONAL <br />TYPICAL NOTES. <br />SLOPE <br />SEE ARC . <br />COMPOSITE ALUMINUM PANELS <br />AND CONNECTIONS BY <br />DELEGATE SPECIALTY <br />ENGINEER. <br />/—HATCH INDICATES <br />EXISTING CONSTRUCTION <br />TO REMAIN (TYP.) <br />ROOFING. <br />REFER t0 ARCH. <br />METAL ROOF DECK. REFER TO <br />PLAN. REFER TO METAL STUD <br />FASTENING NOTES ON SHEET 53.1 <br />FOR CONNECTIONS TO METAL <br />STUD FRAMING. <br />CONT. L2" x 2" x Iro GA. EA. <br />/ CORNER (TYP.) w/ (2) 010 TEK <br />SCREWS EA. LEG AT EA. STUD. <br />12' -0" n <br />TOP/METAL STUD <br />(COORD. w/ ARCH.) <br />3 5/8", 18 GA. METAL STUDS <br />�AT lb" O.G. MAX. (TYP.) U.N.O. <br />COMPOSITE ALUMINUM PANELS <br />AND CONNECTIONS BY <br />SLOPE DELEGATE SPECIALTY <br />;. -SEE ARC ENGINEER <br />10'-0" (VERIFY) <br />TOP/METAL STUD <br />x (COOR'D. w/ ARCH.) <br />a <br />BOtt./METAL STUDou <br />(COOR'D. w/ ARCH.) <br />(4) 010 TEK <br />SCREWS (TYP.) <br />SHEATHING. REFER TO ARCH. <br />` (TYP.) U.N.O. <br />I CONT. 3 5/8", 18 GA, METAL <br />TRACK. <br />(4) 0110 TEK METAL STUD BOX BEAM: <br />SCREWS (TYP.) x x CONT. (2) 6", 18 GA. (600 <br />xxxx 81&2-43) METAL STUDS w/ <br />CONT. 3 5/8", 18 GA. (3(o2 <br />I I I AND BOTTETAL w// 14 GA.TRACKSTOP <br />CLIP <br />ANGLE EA. END TOP AND <br />3 5/8", 18 GA. HORIZONTAL BOTT. FASTEN EA. TRACK TO <br />METAL STUD BRACES AT EA. STUD w/ W TEK SCREWS <br />48" O.C. MAX. VERT. (TYP.) At 12" O.0 MAX. EA. LEG. <br />LOCATE AT EA. SCUD L � ,,,,,,, ,,,,_ ,,,,,,� <br />14 GA, CLIP ANGLE EA. STUD <br />'A <br />1/2" ISOLATION <br />i I JOINT <br />I —CONT. 3 5/S", 18 GA. METAL <br />I TRACK. <br />LA 1/2" ISOLATION <br />E JOINT <br />I c U STEP. REFER TO ARCH. <br />I I d) w UJ.11J.F. W.W.F. <br />I w <br />SLOPE <br />SLOPE SEE AR� <br />SEE ARC 0'-0" <br />TOP/SLAB <br />d)TOP/SLAB <br />F--x— w <br />qZ d <br />• o _ � � Q � t1L � <br />A u !u <br />w <br />OP AND BOTT. Z <br />WALL 6ECTIONWALL 5ECTIO�! <br />SCALE. 3/4" . V-0" (REFER TO ARCH SECTION 3/A&k)' scaLE. 3/4" • V-0" <br />REVISIONS <br />BY <br />REV. 4 - 1/25/II <br />E <br />0 <br />:J <br />:J <br />u <br />L <br />L <br />n Vy. <br />cm <br />Q � � <br />o � <br />;J m V <br />7 'T .'�-t <br />t_ E W c� <br />cv � <br />m <br />a CQ v <br />o <br />C <br />d <br />co C� <br />J CV <br />5 m <br />ti <br />ti <br />N <br />ti <br />j <br />a <br />1 <br />E <br />U <br />E- <br />rn o' <br />zow <br />w <br />0 <br />�Aa <br />o0rn' <br />o��o <br />(n u n <br />oco <br />Z a�i CO <br />�rn <br />•Q, 0, <br />u� <br />LL Ln <br />Zw z <br />d� <br />Lj <br />�J <br />� <br />W <br />D <br />ZV <br />Dx <br />� D <br />�3a <br />Z cn <br />0 <br />W �U� <br />Q r` <br />w <br />Q }, <br />a) <br />L <br />Z <br />V CD--� <br />Zr- <br />2:�C <br />r� <br />do <br />a- <br />u <br />z_ <br />c J LN <br />o a) <br />•� (� ` <br />t <br />,v,.'yj _J <br />x <br />w U t <br />N 0 <br />V- <br />aLd 3N <br />L <br />` <br />o Q <br />CL 00 f- <br />o ® <br />- ►� <br />CL r <br />O <br />Li <br />Date: 12. 15. 10 <br />Scale: AS NOTED <br />Project Mgr: GM <br />Drawn: — <br />Job: 09-45 <br />Sheet <br />S3.8 <br />