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FAI <br />cor <br /># <br />EA <br />EMB. <br />w/ <br />(6) #12 TEK SCREWS <br />NEW 8"x14 GA DIAGONAL <br />METAL FRAME <br />5 16" O/C (TYP.) ATTACHED <br />w/(6) #12 TEK SCREWS AT <br />EACH INTERSECTION <br />8", 14" GA., METAL STUDS <br />BLOCKING d 4'-0" O/C <br />(TYP.) <br />3 1/2"x3 1/2"x14 GA CLIF <br />ANGLE (VERIFY LENGTH Al <br />FIELD) rd 16" O/C (TYP. <br />ATTACHED TO NEW BY-PASS <br />STUDS w/(6) 412 TEK SCREW <br />AND TO EXISTINC <br />STRUCTURAL STEEL MEMBEF <br />w/(4) 1/4"Xl 1/2" PAF <br />NEW 8"x14 GA VERT. <br />METAL FRAME <br />rl 16" 0 / C (TYP.) <br />8", 14" GA., METAL STUDS <br />BLOCKING r 4'-0" O/C <br />(TYP.) <br />5/8" CDX EXP. I EXTERI <br />PLYWOOD BACKING AT SIGN. <br />TO METAL STUDS w/#12x1 1/ <br />S-12 COATED BUGLE HEAD SCf <br />FROM ENDS AND EDGES AND / <br />8", 14" GA., MET <br />BLOCKING r <br />3 1/2"x3 1/2"x <br />ANGLE (VERIFY <br />FIELD) Oa 16" <br />ATTACHED TO NE1 <br />STUDS w/(6) #12 TE <br />AND T <br />STRUCTURAL STE <br />w/(4) 1/4") <br />NEW 8"x1 <br />ME <br />5/8" CDX EXP. I EXTERIOR GRADE <br />PLYWOOD BACKING AT SIGN, ATTACHED <br />TO METAL STUDS w/#12x1 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) rl 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 fad 4'-0" O/C <br />(TYP.) <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 />NEW 8"x14 GA VERT. <br />METAL FRAME <br />rd 16" O/C (TYP.) <br />NEW 8"x14 GA VERT. <br />METAL FRAME <br />ral 16" 0 / C (TYP.) <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 />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) 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 />-EXiS�1N�-6-"���bEi�fi------------------ <br />METAL FRAME <br />r 16" 0 / C (TYP.) <br />XISTING STEEL BEAM <br />L E L I (VERIFY)O. F <br />XISTING STEEL BEAM <br />-----� (LEVEL 1 1' ) 37'-0" T.O. <br />(VERIFY) <br />3 1/2 <br />ANGLE <br />FIEL <br />ATTACHE <br />STUDS w/( <br />STRUCTL <br />w <br />EXISTING 6"x16 GA VERT. <br />METAL FRAME <br />rcil 16" O/C (TYP.) <br />EXISTING 6"x16 GA VERT. <br />METAL FRAME <br />rd 16" 0 / C (TYP.) <br />E PAD <br />(VERIFY)O. S <br />(LEVEL 1) 1(VERIFY) S <br />EX <br />---—--— -- — -- — <br />0 <br />os- <br />IoSI�`� <br />TAYLAN 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 bg <br />JT <br />RON BARR, <br />A.I.A. <br />Rev'ci bg <br />STATE OF FLORIDA <br />RB <br />AR 0016160 <br />LL w O <br />z <br />w <br />U W <br />U <br />F <br />O <br />0 0 F W <br />~ <br />Q <br />H <br />W <br />U O m <br />Q <br />02 <br />O j Q 0 0 <br />_ <br />�WLL <br />ix <br />X <br /><.a<aF9z?o�m <br />Z= z w g <br />U a <br />m 0 <br />W H <br />z <br />0 <br />W F Z � W <br />cy>� <br />X w w <br />w i <br />} <br />() <br />O Z a z z F- <br />zd z <br />0 <br />z p <br />z <br />O 0 <br />o= <br />W <br />it u� <br />LL O 2 <br />z= 3 <br />m <br />Z' <br />a <br />a <br />0p <br />a = _ <br />�= <br />0 ZfzO <br />U <br />>zU <br />X Z~ <br />`- <br />CL <br />F OU W D fA <br />Q Y <br />O)E <br />� <br />2 O?� z~ <br />W Q z <br />F W W <br />F~ <br />w� z 0 <br />w O <br />w F p <br />w� <br />0 z � � N <br />W z <br />m m w� <br />a <br />� <br />O 1 0 0 w <br />z z <br />o m <br />F- r <br />U U w <br />U <br />o z x O o a <br />U= a <br />y U <br />OOW <br />UWFzUo W w <br />a v a <br />F_Ooo <br />a z <br />z z <br />Q <br />© COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />Revl6lona: <br />REVISIONS <br />GENERAL <br />(09/30/2013) <br />AS BUILT (04/24/2014) <br />CADFILE No. <br />a <br />M <br />a <br />M <br />� <br />A <br />M <br />w <br />O <br />Vl <br />r 1 <br />O <br />N <br />E., <br />Sheet TTtle <br />Sca le: <br />Pate: <br />5-5-2014 <br />Project No. <br />12-027 <br />mmm L <br />O <br />I �L <br />N <br />M (0 C <br />M 0) <br />cu N <br />o N 'c <br />r C <br />UL N 2 <br />>4t <br />CL <br />N <br />O_ E <br />=3 f� <br />E <br />,O <br />NN0 i <br />LL 4-+ <br />00 `v <br />r O <br />0 Lo <br />U <br />, N <br />Ir- = <br />� U <br />L_ <br />cu <br />Sheet No. <br />S-10 <br />