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L I I I GENERAL NOTES: 1. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF FOOTINGS AND THICKENED SLAB EDGES. REFER t0 3/84.1 FOR ADDITIONAL INFORMATION. 2. PROVIDE CORNER BARS AT ALL CORNERS OF CONTINUOUS CONCRETE BEAMS AND MASONRY TIE BEAMS. REFER TO 8/54.2 FOR ADDITIONAL INTERSECTION. 3. REFER TO SHEET 513 FOR TYPICAL NOTES. 4. REFER TO SHEET 5I3 FOR SCHEDULES AND LEGENDS. 5. REFER TO SHEET SI3 FOR TYPICAL DIMENSION/ELEVATION NOTES. 6. C ) INDICATES TOP OF BEAM. C ] INDICATES BOTTOM OF BEAM. < > INDICATES BEARING ELEVATION. -1. REFER TO PLAN FOR SPECIFIC MASONRY CONTROL JOINT (MCJ) LOCATIONS. COORDINATE EXACT LOCATIONS WITH ARCH. EXTERIOR ELEVATIONS. REFER TO 1/54.2 AND 2/542 FOR TYPICAL MASONRY CONTROL JOINT DETAIL AND SPACING. 8. REFER TO ARCHITECTURAL DRAWINGS FOR ALL OPENINGS. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER'S REQUIREMENTS AND NOTIFY ARCHITECT/ENGINEEER OF ANY DISCREPANCIES. S. REFER TO ARCH ITECTURAL/PLUMBING DRAWINGS FOR FIXTURE/DRAIN LOCATIONS AND REQUIREMENTS, STEP FOOTINGS AS REQUIRED (2/54.1) AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. REFER TO 2/512 FOR TYPICAL CONDUIT/PIPE DETAILS. 10. CONTRACTOR TO COORDINATE ALL SLOPES, DEPRESSIONS, AND SLAB OPENINGS w/ ARCHITECTURAL/ MEP DRAWINGS PRIOR TO CONSTRUCTION. REFER TO 12/54.1 FOR TYPICAL SLAB STEPS. 11. REFER TO 1/512 FOR WIND DESIGN CRITERIA. DIMENSION/ELEVATION NOTES: 1. REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS AND ELEVATIONS. 2. ALL DIMENSIONS AND ELEVATIONS SHOWN ARE BASED I - -y----W16x26 [14] R=13K ! W16x36 [18] R=15K !_ W12x14 [8] R=8K =.u- W12x14 [8] R=9K W12x14 [8] R=8K ON DIMENSIONS AND ELEVATIONS PER ARCHITECTURAL - --- .. - _ ..__ .... --- . -El- - - -- - - - \ __. \ _ - SHEETS �r \; I1'-4" '\ \ 12'-8" 11'-4" \ 3. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND n :� ` :\,' ELEVATIONS SHOWN WITH ARCHITECTURAL SHEETS AND \' MANUFACTURERS REQUIREMENTS AND NOTIFY i \ \ \ ARCHITECT/ENGINEER OF ANY DI n u \ j / , ry W16x26 14 R 13K--- - -_____ _. o _- -___ W16x36 [18] R=15K - _ o - W14x22 [12] R=14K � ' W12x14 8 R-9K``. `` ' W14x22 12 R=14K _ [ ] [ ] N 4 x It ) \ OP \ \ - - --- --- - - . _ -- - u� - - �n ' _-_ - ' � - ch \AT 1co O.G. MAX. c� \x' x x x \ ' x x / N N S' \ 4811 / \ \' y r, / X if x - - = �\ : A y - - W16x26 [14] R-13K W16 36 [18] R-15K �t W14x22 [12] R-14K , W12x14 [8] R-9K W14x22 [12] R=14K \< \ v rI y' y 1 / D STEEL REFER t0 11/S43 FOR BEAM STAIRS/LANDING PRE-ENGINEERED x N4 x V-0" (TOP) AT IV' O.C. MAX. S/TREAD \ CONN. AT CORNERS. OVER GIRDERS (TYP.) U.N.O.\\_ \ (100 PSF LIVE LOAD) AND ; ' !- L5"x8"xl/2" EMBED AT CORNER \� \, ' RAILINGS (50 PLF/2001-5 LIVE BEAM EACH DIRECTION I REFER TO 3/843. k \ . LOAD) BY CONTRACTOR S ! / CORSET STUDS AS REQUIRED) DELEGATE SPECIALTY ENGINEER.'/ NGINEER(TYP.) W16x26 f141 R=13K \ W16x36 f181 R=15K IW14x22 f121 R=14K COORDINATE w/ ARCH.I \ , W12x14 f81 R=9K\ \ \ ' . ,' \ \, `., f X W14x22 (1g1 R=14K FLOOR FRAMING FLAN NOTES: I. STRUCTURAL FLOOR SLAB t0 BE 3 1/4" THICK LIGHTWEIGHT CONCRETE TOPPING W/ &Xco W1.4XWI.4 W.W.F. ON 2", 20 GA., GALVANIZED COMPOSITE METAL DECK (VULCRAFT 2 VL1 OR EQUAL). TOTAL SLAB THICKNESS = 5 1/4". 2. TOP OF 2ND FLOOR SLAB ELEVATION = 14'-8" TOP OF 2ND FLOOR STEEL ELEVATION = 14'-2 3/4" U.N.O. 3. CONTRACTOR TO VERIFY MECHANICAL CHASE SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS/REQUIREMENTS PRIOR TO STEEL FABRICATION. NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. REFER TO 6/543 FOR ADDITIONAL INFORMATION. IWT I( B E C INDICATES MECH. LOUVER OPENING. U CONTRACTOR TO VERIFY MECH. 1-p y 2 OPENINGS WITH ARCH. AND MECH. 3 4 I OC Q= N I 5 NOTIFY ARCH./ENGs. OF ANY I N < N N 4 DISCREPANCIES (TYP.) F 4 ,`� S4.5 180' -8" 8" 2V-8" 30'-0" L12'-8" 2 9 CSIMJ 34'-8" cool-8" 12'-0" 8'-0" s3.2 31-4" 12'-8" 3'-4" 8'-0" 12'-0" 0 N 1 1 2 3 3 1 1 1 S3.1 A8a ASe S3.1 Abe S3.2 Cl) C52ip S3.1 i 1 y =t w C \ m: M W12x14 04 x 4'-0" (TOP) [8] R=9K HATCH INDICATES METAL STUD WALL. AT IV' O.C. MAX. \�. / T54 [12'-8"1 TYP.-FLOOR REFER TO WALL LEGEND (513) AND - 15 FOR DECK BRG. U.N.O. METAL STUD FRAMING NOTES (513) ' , REFER TO 4/543 FOR CONSTRUCTION (TYP.)% W12x14 [8] R=6K S4.4 W12x14 [8] R=9K W16x36 [18] R=15K W16x36 [18] R=15K HATCH INDICATES EXTERIOR -- 2 MASONRY WALL. ' REFER TO WALL LEGEND. v T55 112 -8 7 TYP.-FLOOR v; r %�. - 2 FOR BEAM BRCS. U.N.O. Y HATCH INDICATES INTERIOR Y S4.3 X v 53.1LO REFER TO 5/843 AND 1/543 cfl MASONRY WALL. v ' REFER TO WALL LEGEND. ii \i W12x14 [8] R=9K ',W12x14 [8] R=6K W12x14 [8] R=9K W12x14 [8] R=6K x = oo x - � x - 0 3 _. N r, , \ m �� c� \X\ : N REFER TO 9/543 FOR M '' _ x x\ BEAM -TO -BEAM ca N _ CONNECTION (TYP.) U.N.O. -- CA W12x14 8 R=6K \\/ - -- - -- - - - - T --- - W16x36 [18] R=15K W16x36 [18] R=15K W12x14 [8] R=6K \ W12x14 [8] R=9K ,,' c52 W12x14 [8] R=6K IF� E F11. 91 :r 3 REVISIONS BY © 08.05,2018 REV15ION 3 00 y m CO � J � L LL C, �Czti� =zti N v: M cd N Cl � V N ¢�ti> • QQ,0 00 o Z ti : G ti Cn 1 fi ._E-- Q� ¢GrErrO,t 46665 STATE OF .' 44/ .c E��s --rs10 N A� CmmiNGINEESWcbxRIN�G FL No. i t C.INC O.A. 7498 George F Nohm: FL P.E. No. 46665 17051 w. Aga, SLIb 102 • w FL 33621 Phms 613 475-5983•Fex (613) 699-8336 V -0 rn Z 0 -0 V U) LO C re) :3 O M m J E N Q N -gyp `-' V .0 0 O 0 LL- U - L d 0 v :2v vi 0 - W m a� Q o >1 p m -r- a N N Z Q v J LLI L.- Date: 02. 13. 18 Scale: AS NOTED Project Mgr: GEM Drawn: RS Job: 15-025 Sheet S2.3