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T/PARAPET WALL_ <br />SEE ARCH. DWG <br />U.S. /MTL DECK <br />SEE PLAN <br />CONC. TIE BEAM W/ - <br />(2)-#6 T&B CONT. #3 @ <br />6" TIES MIN. UNLESS <br />NOTED OTHERWISE IN <br />PLANS OR SECTIONS <br />VERTICAL REINF. <br />CONT. TO TOP OF <br />CMU PARAPET <br />WALL <br />SECTION AT WALL <br />SINGLE BEARING <br />SEE NOTE #1 <br />CONT. L4x4x1/4 (LLV) DECK <br />CLOSURE FASTEN TO CMU <br />WALL W/ 3/4"0 EXP. BOLTS <br />AT 24" O.C. MAX. EMBED <br />DEPTH = 4 1/2" <br />WELD DECK TO <br />CLOSURE ANGLE <br />METAL DECK, SEE <br />PLAN <br />STEEL JOIST, J <br />SEE PLAN <br />CROSS BRIDGING, <br />SEE PLAN <br />HORIZ. BRIDGING, <br />SEE PLAN <br />L3x3x1 A W/ <br />(1) 5/8"0 x 4 1 /2" <br />LONG EXP. BOLT <br />5-204 <br />ROOF DRAIN, SEE <br />ARCH. DWG'S <br />30X30 SHEET METAL- 10 <br />GA. MIN. FIELD WELDED TO <br />M.D. CENTER ON ROOF <br />DRAIN. 6 - 1/2"0 FUSION <br />WELDS MIN. (2 PER RIB) AT <br />OPP. ENDS OF 30X30 SHT. <br />METAL ROOF <br />DECK, SEE PLAN <br />NOTE: <br />1. SEE DETAIL 5-302 FOR STEEL REINFORCING <br />AROUND ROOF DRAIN OPENING. <br />TYP. DECK REINF. (cD ROOF <br />DRAIN W/O SUMP PAN 5-301 <br />T/PARAPET WALL <br />SEE ARCH. DWG <br />PL 1/2"X6"X8" - <br />W/ (2) 1/2"0 X 6" <br />LG. HEADED <br />STUDS W/ MIN. (2) <br />REINF. BARS IN <br />FRONT <br />U.S. / MTL DECK_ <br />SEE PLAN <br />ADDTL CONCRETE AS <br />NEEDED TO MATCH <br />COURSING. SEE <br />DETAIL 5-212 FOR <br />ADDTL REINF. <br />CONC. TIE BEAM W/ - <br />(2)-#6 T&B CONT. #3 @ <br />6" TIES MIN. UNLESS <br />NOTED OTHERWISE IN <br />PLANS OR SECTIONS <br />VERTICAL REINF. <br />CONT. TO TOP OF <br />CMU PARAPET <br />WALL <br />SECTION AT WALL <br />SINGLE BEARING <br />FRAME DETAIL <br />CONT. L3x3x1/4 <br />DECK CLOSURE, <br />WELD TO JOISTS <br />ADDTL (1) #4 x 48" <br />CENTERED IN FRONT <br />OF THE EMBED PLATE <br />METAL DECK, SEE <br />PLAN <br />STEEL JOIST, <br />SEE PLAN <br />PL 1 /2" X 3" X 6" <br />PL 112" X 4" X 6" W/ <br />(2) 1/2"0 X 4" LG. <br />HEADED STUDS <br />5-205 <br />BEAM OR JOIST <br />SEAT <br />NOTE #1 <br />PROVIDE FRAMES <br />FOR OPENINGS 8" <br />OR MORE (LARGER <br />DIMENSION OR <br />DIA.) INCLUDING <br />ROOF DRAINS & <br />SUMPS <br />SEAT SAME SIZE <br />AS SUPPORT <br />FRAME 1/4 2 <br />SHOP WELD —� <br />SEAT DETAIL <br />NOTES: <br />1. ANGLES ALL SIDES UNLESS BEAMS SHOWN ON PLAN: <br />L2X2X1/4 FOR "W" < 2'-0" <br />L3X3X1/4 FOR "W" < 4'-0" <br />L4X4X1/4 FOR "W" < 6-0" <br />2. FOR "W" > 6-0" USE L OR W-BEAM. L SIZE OR DEPTH OF <br />W-BEAM EQUAL TO SPAN DIMENSION IN INCHES. <br />MINIMUM THICKNESS = 1/4". <br />3. FOR "W° > 10'-0" CONTACT ENGINEER OF RECORD FOR <br />DETAIL. <br />TYP. ROOF OPN'G DETAIL 5-302 <br />P L 1 /2" X 7 1 /2" X 7 1 /2" <br />W/ (2) 1/2" o X 6" LG. <br />HEADED STUDS <br />CONC. TIE BEAM <br />W/ 246 T&B <br />CONT. #3 @ 18" <br />TIES <br />VERTICAL REINF. <br />CONT. TO TOP OF <br />CMU PARAPET <br />WALL <br />SECTION AT WALL <br />DOUBLE BEARING <br />EXAMPLE <br />METAL DECK <br />- SEE PLAN <br />STEEL JOIST <br />- SEE PLAN <br />3617-4 <br />L- NO. OF SIDE LAP FASTENERS <br />NO. OF SUPPORT FASTENERS <br />WIDTH OF METAL DECK <br />5-206 <br />NOTES: <br />1. USE 5/8" 0 PUDDLE WELD AT SUPPORTS AND #12 SCREWS AT SIDE <br />LAPS. <br />2. USE 36/7-4 UNLESS NOTED OTHERWISE IN PLANS. <br />3. USE 5/8" 0 PUDDLE WELDS @ 6" O.C. ALONG DECK CLOSURE ANGLE <br />AND EMBED PLATE PARALLEL TO FRAMING UNLESS NOTED <br />OTHERWISE IN PLANS. <br />TYPICAL 1-1/2" ROOF DECK <br />FASTENER LAYOUT 5-306 <br />(1) #5 CONT <br />(2) #5 CONT <br />INSTALLED <br />BELOW JOIN <br />(1)#5 BETWEEN <br />JOIST SEAT <br />#3 "U-BAR" - SPLICE MIN. <br />OF 12" TO BEAM TIES. <br />INSTALL ONE ON EACH <br />SIDE OF JOIST BEARING <br />POCKET & MATCH BEAM <br />TIES IN BETWEEN <br />BTWN. JOIST BEARING <br />2" <br />BEARING ELEVATION <br />JOIST BEARING DETAILS <br />METAL DE <br />SEE PLAN <br />L2x2x3/16 L, <br />FOR POINT LOAD TO <br />JOIST PANEL POINT <br />1'Y 111 \ IT <br />LOAD AT TOP CHORD <br />_JIST <br />SEE PLAN <br />(1) #5 CONT. <br />T/CONC. BM. <br />EL. = VARIES <br />PL 1/2"x6"x8" W/ — <br />(2) 1/2"o x 6" LONG <br />HEADED STUDS <br />� STEEL JOIST <br />3/16 V 3 - SEE PLAN <br />(2) #5 BARS CONT. <br />INSTALLED 2" BELOW <br />JOIST SEAT <br />AT JOIST BEARING <br />2" <br />i <br />JI <br />SLOPED BEARING ELEVATION <br />METAL DECKING <br />SEE PLAN <br />TYPICAL ADDITIONAL WEB REINFORCEMENT FOR <br />CONCENTRATED LOAD (WHEN POINT LOAD IS GREATER THAN 40 POUNDS) <br />2ND FLOOR <br />2ND FLOOR <br />12' - 10" <br />12' - 10" <br />co <br />w <br />D: <br />F-: <br />`r°w <br />0' <br />co <br />w <br />H <br />co <br />m <br />X> <br />X> <br />CO <br />X> <br />X> <br />�� <br />X> <br />> <br />X> <br />X> <br />> <br />X> <br />X> <br />X> <br />�w <br />X <br />N <br />O <br />N <br />�-0 <br />NCO <br />N CO <br />4t <br />0 <br />X> <br />oo <br />NCO <br />.- <br />O <br />* <br />N CO <br />—* <br />N O <br />ro <br />CO <br />*k <br />N Cfl <br />— <br />CO <br />* <br />r* <br />CO <br />O <br />T <br />O <br />r <br />O <br />r <br />00 <br />O <br />O <br />{ <br />O <br />r <br />O <br />l <br />r <br />O <br />r <br />O <br />r <br />O <br />! <br />O <br />T <br />.N- <br />O <br />r <br />FOUNDATION <br />FOUNDATION <br />-1 - 4" <br />C1 <br />C2 <br />C3 <br />C4 <br />C5 <br />C6 <br />C7 <br />G8 <br />C9 <br />C10 <br />C11 <br />C12 <br />C13 <br />C14 <br />C15 <br />-1' - 4" <br />Column <br />Locations <br />E-3.5 <br />E-4 <br />E.5-3 <br />E.5-4 <br />F-1 <br />F-2 <br />F-3 <br />F-4 <br />F.3-3 <br />F.3-4 <br />F.7-3 <br />F.7-4 <br />G-3 <br />G-3.5 <br />G-4 <br />CONCRETE COLUMN SCHEDULE <br />SCALE: 1/8" = 1'-0" <br />NOTE: <br />REFER TO 3-061/S301 FOR TYPICAL <br />COLUMN SECTIONS AND TIE SCHEDULE <br />L2x2x3/16 EACH SIDE <br />FOR POINT LOAD TO <br />JOIST PANEL POINT <br />6" OR <br />GREATER <br />POINT <br />LOAD <br />LOAD AT BOTTOM CHORD <br />5-212 <br />STEEL JOIST <br />SEE PLAN <br />1�] <br />TO THE BEST OF OUR KNOWLEDGE INFORMATION AND BELIEF, THESE <br />STRUCTURAL PLANS CONFORM TO AND SATISFY, THE FLORIDA BUILDING <br />CODE 2020 (SEVENTH EDITION), ACI 318-14 AND LOCAL CODES AS APPLICABLE <br />MASTER <br />CONSULTING <br />ENGINEERS, INC. <br />STRUCTURAL CONSULTANTS <br />5523 WEST CYPRESS ST., STE.200 <br />TAMPA, FLORIDA 33607-1735 <br />P 1813.287.3600 F 1813.287.3622 <br />www.mcengineers.com <br />THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS THE SOLE PROPERTY <br />OF MASTER CONSULTING ENGINEERS, INC. AND MAY NOT BE REPRODUCED, <br />COPIED, ALTERED OR USED IN ANY WAY WITHOUT THE EXPRESS WRITTEN <br />AUTHORIZATION FROM MASTER CONSULTING ENGINEERS, INC. <br />CA: 8426 PROJ NO. 2049-022 <br />© COPYRIGHT 2016 <br />Furr, <br />Wegman & <br />Banks <br />Architects, P.A. AR0006480 <br />625 EAST ORANGE ST. <br />LAKELAND,FL 33801 <br />E-MAIL: INFO@F W BARC H ITECTS.COM <br />W W W. FW BARC H ITECTS.0 OM <br />PH. 863.688.1211 <br />®COPYRIGHT 2021 <br />FURR, WEGMAN & BANKS ARCH"ECTS, PA <br />THE DESIGN AND CONCEPTS DEPICTED HEREWOH ARE THE SOLE <br />PROPERTY OF FURR, WEGMAN & BANKS ARCHITECTS, PA. <br />NO REPRODUCTION, REVISION OR REUSE OF THIS DRAWING IS <br />AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. <br />ALL RIGHTS RESERVED. <br />�gd000000�a <br />q���'•v� G E N g .e9 i la <br />CJ <br />{�a <br />00 NJE <br />PTA � O <br />d 0 �0 <br />°off .. OF : 4o O <C/s4 <br />4UfV0 . <br />•......� <br />UU �N% <br />V / <br />00 <br />ROBERT L. BELL, P.E. <br />FL. LIC. No. 74081 <br />J <br />z <br />O <br />w <br />w <br />Ln <br />1 <br />z <br />O <br />a <br />U <br />r� <br />w <br />0 <br />z <br />O <br />Ln <br />> <br />w <br />w <br />a <br />0 <br />aN <br />M 11"t <br />I CC) <br />I CO <br />I,- <br />N <br />O <br />N <br />N <br />00 <br />O <br />W <br />a <br />0 <br />rA <br />Z <br />W <br />(' <br />U <br />Z <br />0 <br />U 0 <br />o <br />U <br />J <br />J <br />Q <br />�m <br />WzZ <br />0 <br />U-) <br />U) <br />O <br />W M <br />0� <br />U <br />J <br />oLL <br />8-0 <br />Cl) J <br />O <br />U <br />=� o= <br />0- <br />2w <br />00Q 0) } <br />W <br />>- <br />> °' EL <br />_ <br />< <br />/� <br />v) Q c`o N <br />D- <br />PROJ MGR: <br />CKD BY: <br />JOB NUMBER: <br />21-19 <br />SHEET NUMBER: <br />S306 <br />&- M <br />