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FAI <br />CON <br />EA( <br />EMB. <br />w/ <br />(6) #12 TEK SCREWS <br />NEW 8"x14 GA DIAGONAL <br />METAL FRAME <br />fa 16" O/C (TYP.) ATTACHED <br />w/(6) #12 TEK SCREWS AT <br />EACH INTERSECTION <br />8", 14" GA., METAL STUDS <br />BLOCKING rd 4'-0" O/C <br />(TYP.) <br />3 1/2"x3 1/2"x14 GA CLIF <br />ANGLE (VERIFY LENGTH Al <br />FIELD) ral 16" O/C (TYP. <br />ATTACHED TO NEW BY-PASS <br />STUDS w/(6) #12 TEK SCREWS <br />AND TO EXISTING <br />STRUCTURAL STEEL MEMBEF <br />w/(4) 1/4"x1 1/2" PAF <br />NEW 8"x14 GA VERT. <br />METAL FRAME <br />Oa 16" 0 / C (TYP,) <br />8", 14" GA., METAL STUDS <br />BLOCKING 5 4'-0" O/C <br />(TYP.) <br />5/8" CDX EXP. I EXTERI <br />PLYWOOD BACKING AT SIGN. <br />TO METAL STUDS w/#12xl 1/ <br />S-12 COATED BUGLE HEAD SCF <br />FROM ENDS AND EDGES AND F <br />8", 14" GA., MET <br />BLOCKING rd <br />3 1/2"x3 1/2"x <br />ANGLE (VERIFY I <br />FIELD) fd 16" <br />ATTACHED TO NEk <br />STUDS w/(6) #12 TE <br />AND Ti <br />STRUCTURAL STEI <br />w/(4) 1/4"r <br />NEW 8"xl <br />ME <br />5/8" CDX EXP. I EXTERIOR GRADE <br />PLYWOOD BACKING AT SIGN, ATTACHED <br />TO METAL STUDS w/#12xl 1/4" TYPE(S) <br />S-12 COATED BUGLE HEAD SCREWS 3/8" <br />FROM ENDS AND EDGES AND AT 4" O/C. <br />6"x14 GA BRIDGING <br />(VERIFY LENGTH AT <br />FIELD) rd 16" O/C (TYP.) <br />ATTACHED TO NEW <br />BY-PASS STUD w/(6) #12 <br />TEK SCREWS AND TO <br />EXISTING STUD w/(6) #12 <br />SCREWS <br />8", 14" GA., METAL STUDS <br />BLOCKING fd 4'-0" O/C <br />(TYP,) <br />6"x14 GA BRIDGING <br />(VERIFY LENGTH AT <br />FIELD) 0 16" O/C (TYP.) <br />ATTACHED TO NEW <br />BY-PASS STUD w/(6) #12 <br />TEK SCREWS AND TO <br />EXISTING STUD w/(6) #12 <br />SCREWS <br />NEW 8"x14 GA VERT. <br />METAL FRAME <br />(cl 16" 0/0 (TYP.) <br />NEW 8"x14 GA VERT. <br />METAL FRAME <br />rol 16" 0 / C (TYP.) <br />6"x14 GA BRIDGING <br />(VERIFY LENGTH AT <br />FIELD) ral 16" O/C (TYP.) <br />ATTACHED TO NEW <br />BY-PASS STUD w/(6) #12 <br />TEK SCREWS AND TO <br />EXISTING STUD w/(6) #12 <br />SCREWS <br />NEW 8"x14 GA BASE TRACK <br />w/(3) #12 TEK SCREWS AT <br />EACH END <br />V.I,F. V.I.F. V,I.F <br />6"x14 GA BRIDGING <br />(VERIFY LENGTH AT <br />FIELD) Fd 16" O/C (TYP.) <br />ATTACHED TO NEW <br />BY-PASS STUD w/(6) #12 <br />TEK SCREWS AND TO <br />EXISTING STUD w/(6) #12 <br />SCREWS <br />-EXiS�HNG-6"xl-67 -Gtk-VEfff-------------- -- - <br />METAL FRAME <br />rd 16" O/C (TYP.) <br />XISTING STEEL BEAM <br />(VERIFY)O. F <br />XISTING STEEL BEAM <br />—� ("LEVEL 1 a 1) 37'-0" T.O. f <br />(VERIFY) <br />3 1/2 <br />ANGLE <br />j FIE[ <br />ATTACHE <br />STUDS w/i <br />EXISTING 6"x16 GA VERT, <br />METAL FRAME <br />rd 16" 0 / C (TYP,) <br />EXISTING 6"x16 GA VERT. <br />METAL FRAME <br />fd 16" 0 / C (TYP,) <br />E PAD <br />STRUCTI <br />w <br />(LEVEL 11) (VERIFY)0. <br />1(VERIFY) ` <br />EX <br />A2 <br />T AYLAN KALKAN, P.E. <br />ENGINEERING PLUS <br />FL. P.E. # 67349 & C.A. # 26538 <br />19528 SEDGEFIELD TERRACE <br />BOCA RATON, FL 33498 <br />(561) 756 4106 (561) 479 3743 fax <br />Proj. Mgr. <br />JU <br />Job. Capt. <br />SG <br />Drawn by <br />JT <br />RON BARR, A.I.A. <br />Revd by <br />STATE OF FLORIDA <br />RB <br />AR 0016160 <br />LL <br />F O W O w <br />U) z <br />L)) <br />W <br />U O z <br />F_ o W <br />z <br />W <br />Q0ca <br />Q0Dao0W= <br />a 0 <br />W <br />U O j U p= z 10 W <br />o O.- <br />m <br />W <br />LL <br />O <br />W <br />p <br />� = <br />OWoWQ O <br />W <br />z <br />WZ W <br />. >d <br />LL <br />W <br />O <br />z <br />o= Q �w z z <br />m U <br />W �~' a O 2 W z= <br />z0 <br />Qj <br />-' <br />a vOi Z z 0 <br />U <br />a= <br />2 <br />Z~ <br />of W Z 2 V 0 >- z <br />LL W = z Y <br />W to <br />WF-Z Q W of'i z W <br />02? <br />W UOLL <br />� Z~ W Q z <br />H <br />W <br />W <br />N 7 z O W LL O <br />W F- U W <br />H O <br />Z K0-0�O O x Z W <br />O <br />0 <br />U <br />a R U <br />U W <br />D z� w z H S O F m <br />U E z= O c0 0 '- 0= a <br />v <br />O 0 W a <br />U <br />w <br />o <br />z m <br />w h U' O W <br />m¢ T o W z z z <br />H <br />4 <br />z W Q <br />COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />ROVTSTons: <br />0 GENERAL REVISIONS (09/30/2013) <br />AS BUILT (04/24/2014) <br />CADFILE No. <br />a <br />M <br />o <br />� <br />V1 <br />Sao <br />�waw <br />� <br />�za <br />aw�a <br />F-i <br />o <br />w <br />Sheet Title <br />Scale: <br />Date. <br />5-5-2014 <br />Project No. <br />12-027 <br />�o <br />Sheet No. <br />MEN <br />i <br />O <br />l �L <br />N <br />m (D c <br />M <br />cu N <br />'o N 'c <br />U- N r C <br />a) Q- <br />� cu Lo N <br />O E <br />CD <br />O <br />m <br />�00 c <br />r O <br />WE <br />O LO <br />cn U <br />�- 0 N <br />U <br />L <br />S-10 <br />