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U <br />0 <br />0 <br />4 I N - -� N <br />N +-CN 4 <br />-� - — �< ---� S4.5 <br />CSIM.) <br />8-0S3.2-Ab_ -- - - - - - --- -411 8-@12'-0"12'-@" 12- <br />I <br />Q o Q <br />m - N`j <br />Abe <br />C52 <br />*4 x 4'-0" (TOP) <br />W12x14 8 R=9K <br />i [] <br />At 16II O.C. MAX. <br />I <br />J15 <br />W12x14 [8] R=6K W12x14 [8] R=9K <br />y <br />--1 <br />G <br />J� J 52 <br />— _co <br />- ii�. �-W x' •00 <br />W 12x14 [8] R=9K <br />W12x14 [8] R=6K W12x14 [8] R=6K W12x14 [8] R=9K J W12x14 [8] R=6K ; <br />/ CO <br />00 <br />/ <br />W12x14 [8] R=6K C52 <br />W12x14 [8] R=6K 'W12x14 [8] R=9K W12x14 [8] R=6K <br />41 <br />' 10 <br />S4.3 CHASE <br />W12x14 [8] 8K - - i� W12x14 [8] R=9K W12x14 [8] R=8K <br />-- Cd <br />p <br />Cy / cN J, ` I J� IUD�J , <br />X/;�' \ / x• <br />J W12x14 [8] R=911<` W1422 [12] R=14K o <br />�-ll <br />) AT 16" O.C. MAX.. X / �: X <br />' Co ao i �/ <br />L, c— ' N <br />W12x14 [8] R=9K W14x22 [12] R=14K <br />PRE-ENGINEERED STEEL ` REFER TO 11/543 FOR5EAM <br />STAIRS/LANDINGS/TREAD CONN. AT CORNERS. <br />(100 PSF LIVE LOAD) AND / LS"x8"x1/2" EM5ED AT CORNER I' <br />RAILINGS (50 PLF/200L5 LIVE ,5EAM EACH DIRECTION <br />LOAD) 5Y CONTRACTOR'S (OFFSET STUDS AS REQUIRED) \ / <br />DELEGATE SPECIALTY ENGINEER(TYP.) i 'I <br />COORDINATE w/ ARCH. W12x14 [8] R=9W14x22 [12] R=14K <br />K� J <br />11'-4"/ 12'-8" X <br />GROUT ALL CELLS SOLID AT <br />STAIR TOWERS AND ELEVATOR <br />SHAFTS (TYP.) U.N.O. >- <br />��J �,"W12x14 [8] R=9K� �J�,J ` <br />W12x14 [8] R=8K J f W12x14 [8] R=8K <br />! I' I <br />CHASE ELEV.! <br />W12x14 [8] R=6K / W12x14 [8] R=9KXj_ I W12x14 [8] R=6K <br />(COORD. w/ I <br />X% y -ELEV. MFR.) <br />! 1 N m <br />ELEV. M cv <br />W12x14 [8] R-6K ! \W1 4 x14 8 R I <br />- �� [ ] =9K ; � � W12x14 [8] R=6K � <br />2 <br />L0 <br />M <br />- 00 <br />1*4 x �4' 0" (TOP) AT 16" O.G. MAX. <br />N � <br />;1 J <br />­ ---- . ............C52 _ J W12x14 [8] R=9K- <br />II I r- <br />r S4.4 <br />I , J <br />W12x14 [8] R=9K <br />n x <br />j. <br />I { <br />-. - <br />C52 <br />12'-0" • 12'-8" - <br />12'-8" 3 2 34'-8" <br />-- — S3.2 _ — <br />LO <br />! <br />1 <br />R=14K <br />�J <br />�111�1111..� <br />111� <br />9 <br />.m <br />m <br />M <br />6@'-8" <br />2 3 3 1 1 <br />ASa S3.1 Abe S3.2 Ae <br />HATCH INDICATES METAL STUD WALL. <br />REFER TO WALL LEGEND (513) AND <br />METAL STUD WALL NOTES (513) FOR <br />CONSTRUCTION (TYP.) <br />W16x36 [18] R=15K <br />HATCH INDICATES EXTERIOR <br />MA50NRY WALL. <br />REFER TO WALL LEGEND. <br />HATCH INDICATES INTERIOR <br />MASONRY WALL. <br />REFER TO WALL LEGEND. <br />W16x36 [18] R=15K <br />W16x36 [18] R=15K <br />INDICATES (2) *3 x 2'-6" <br />DIAGONAL REINF. AT MID -DEPTH <br />WHERE SHOWN. (TYP.) U.N.O. <br />W16x36 [18] R=15K <br />., o <br />W16x36 [18] R=15K <br />W16x36 [18] R=15K <br />*4 x 6'-@" (TOP) AT 16" O.G. MAX. <br />OVER GIRDERS (TYP.) U.N.O. <br />REFER TO 3/543. <br />W16x36 [18] R=15K <br />-10'—@II <br />W16x36 [18] R=15K <br />W16x36 [18] R=15K <br />INDICATES MECH. LOUVER OPENING <br />CONTRACTOR TO VERIFY MECH. <br />OPENINGS WITH ARCH. AND MECH. <br />NOTIFY ARCH./ENG. OF ANY <br />DISCREPANCIES (TYP.) <br />W16x36 [18] R=15K <br />(3) VERT. REINF. AT CORNERS <br />(TYP.) REFER TO 3/542. <br />W16x36 [18] R=15K <br />INDICATES VERT. REINF. <br />ADJACENT t0 OPENINGS. <br />REFER TO FILLED CELL <br />SCHEDULE (TYP.) U.N.O. <br />14 0 Or is 4 Of <br />W& <br />an <br />T56 (CONT.) 112'-0"1 <br />ri • <br />�• ♦ II 0 0 • <br />! <br />I <br />,I <br />I _ <br />Y + <br />cfl <br />R W16x36 [18] R=15K <br />N <br />x GROUT ALL CELLS SOLID AT <br />N STAIR TOWERS AND ELEVATOR <br />SHAFTS (TYP.) U.N.O. <br />W16x36 [18] R=15K <br />PRE-ENGINEERED STEEL <br />STAIRS/LANDINGS/TREAD <br />(100 PSF LIVE LOAD) AND <br />RAILINGS (50 PLF/2001_5 LIVE J <br />8 LOAD) 5Y CONTRACTOR'S <br />S4.3 DELEGATE SPECIALTY ENGINEER <br />COORDINATE w/ ARCH. <br />W16x26 [14] R=13K <br />LO <br />11 <br />0 <br />N <br />LO <br />LO <br />x <br />N <br />�i <br />G <br />HE <br />W16x26 [14] R=13K <br />W16x26 [14] R=13K <br />W16x26 [14] R=13K <br />W16x26 [14] R=13K <br />r_H <br />3 <br />Q <br />0 <br />m <br />W16x36 [18] R=15K <br />T55 112 -8 ]TYP.-FLOOR <br />Y <br />FOR BEAM 5RG. U.N.O. <br />I <br />REFER TO 5/543 AND 1/543 <br />W16x36 [18] R=15K <br />3 <br />Aft <br />0 <br />i <br />0 <br />N <br />X <br />N <br />T54 112'-8"1 TYP.-FLOOR <br />FOR DECK 5RG. U.N.C. <br />REFER TO 4/543 <br />� <br />_ <br />2 <br />S3.1 <br />W16x36 [18] R=15K <br />2 <br />A8c <br />I <br />- - <br />I <br />Aft <br />�•N <br />• • <br />•• 6r <br />0 <br />1 1 3 3 2 <br />ASb 53.2 AgaS3.1 Abe <br />1 1 <br />ASe S3.1 <br />II <br />I <br />29' -8" <br />JNOIRTH UJINC-� 2ND FLOOfR FfRAl �INCi fi LAN <br />SCALE: 3/16" - 1'-0" <br />0 <br />G <br />]MOTES: <br />I. REFER TO SHEETS 513 AND 523 FOR TYPICAL NOTES, <br />SCHEDULES, AND LEGENDS. <br />ALL WORK SI ALI_ COMPLY WITH PREVAILING, <br />CODES FLORIDA BUILDING CODE, <br />NATIONAL ELECTRIC CODE, <br />AND THE CITY OF ZEPHYRHILLS <br />ORDINANCES <br />K VIE=Vv UAI t C� <br />CITY OF ZEPHYRHIL S <br />PUNS EXAMINER <br /><E"r fi L AN <br />J o 0 <br />REVISIONS <br />BY <br />0 08.08.2018 <br />REVI510N 3 <br />' �oo <br />V m <br />N <br />Yeti <br />_ u <br />N in cI ccz v <br />N C A. G• '" <br />ocz <br />C) V N <br />Q�co <br />anti <br />ti a <br />� a <br />N <br />. 1 <br />1 <br />a <br />Hzw <br />w�E- <br />xz�a�a <br />�o;tzo <br />�aUa <br />E <br />pZ_Fv' 0 <br />CQ z <br />O� <br />E. 44°° <br />0 <br />,`��O�O'E N S /y.''.'. <br />N 46665 •. <br />* ; <br />J•.• ATE OF : 1 <br />MOHAN ENGINEERING INC. <br />Consulting Structurd En9 lam <br />FL C.O.A. No. 7498 <br />George E Mohan FL P.E. No. 46665 <br />13051 W. ugh Aye., SuR. 102 • T—pa, FL 33626 <br />Phone 813 475 5983•Fax (813) 699-8336 <br />U <br />0 <br />' C M <br />:3 0 <br />m _J E <br />W Q i7i -°o c <br />U <br />U �� o <br />� <br />U <br />o ,�. <br />LLI 0 <br />a c > U <br />N S 0 <br />a- <br />N <br />Q 0 >. <br />Q M -r- <br />a <br />N <br />: <br />z O o <br />J ICJ <br />L_ <br />Date: 02. 13. 18 <br />Scale: AS NOTED <br />Project Mgr: GEM <br />Drawn: RS <br />Job: 15-025 <br />Sheet <br />S2*4 <br />