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6 I 5 <br />3 <br />2 <br />E <br />C <br />0 <br />0 <br />KEYED JOINT (AT SLAB MID -DEPTH) <br />PAINT W/CURING COMPOUND AS <br />BOND BREAK BEFORE ADJACENT <br />SLAB IS PLACED <br />SLAB <br />REINF <br />SAW CUT JOINT <br />SAME DAY AS POUR <br />g� <br />t <br />m; <br />VAPOR BARRIER <br />IV:3H <br />PER ARCH <br />CONSTRUCTION JOINT <br />COMPACTED <br />STRUCTURAL FILL <br />m <br />m a <br />SLAB <br />n <br />REINF <br />1 1 1 L I 1 _L 1' I �— VAPOR BARRIER <br />PER ARCH <br />COMPACTED <br />STRUCTURAL FILL <br />NOTE: <br />CONTROL JOINTS TO BE SPACED PER ACI <br />RECOMMENDATIONS AND 36x SLAB DEPTH OC MAX <br />CONTROL JOINT <br />1 TYPICAL JOINT DETAILS <br />NTS <br />CONCRETE SLAB <br />PER PLAN <br />SEE FTG SCHEDULE <br />FOR SIZE AND REINF <br />LAP REINFORCING 48 <br />BAR DIAMETERS W/ <br />DOWELS INTO FTG <br />GROUT CELLS SOLID <br />BELOW SLAB <br />z <br />2 <br />TOP OF FTG <br />OL <br />V PER PLAN <br />i+1 <br />5 TYPICAL STEMWALL FOOTING <br />3/4" = V-0" <br />CONC SLAB <br />PER PLAN <br />42 <br />ji- <br />_° <br />` <br />'a. <br />(2) #5x CONT <br />THICKENED SLAB <br />v 3/4" = 1'-0" <br />6 <br />V-0" <br />z <br />0 <br />5 <br />CORNER <br />REINFORCING <br />(1) #5 2'-6" <br />2'-6" <br />a <br />a �d <br />a ad <br />d . <br />EXTEND ALL <br />REINFORCING <br />TO FAR FACE <br />CONC FOOTING <br />FOOTING CORNER DETAIL <br />2NTS <br />CONC COLUMN 1 1/2" CLR <br />PER PLAN °4 <br />DOWELS TO MATCH ; <br />SIZE AND QTY OF <br />VERT BARS, LAP 24 ' <br />BAR DIAMETERS <br />CONC SLAB ° <br />PER PLAN w z <br />N Q <br />::: <br />SEE FOOTING SCHEDULE -i , .Qa — <br />FOR SIZE AND REINF <br />s A o- - - <br />�..� <br />6 TYPICAL CONCRETE COLUMN DETAIL <br />3/4" = 1'-0" <br />i <br />STEEL COLUMN BLOCKOUT <br />3NTS <br />CONT JOINT FROM TOP OF FOOTING <br />TO BOTTOM OF ROOF TIEBEAM <br />RAKE AND CAULK <br />LINE HALF CAVITY W/BLDG <br />PAPER AND FILL W/MORTAR <br />COORD LOCATION WITH ARCH <br />DISCONTINUOUS JOINT <br />OPTION 1 REINFORCING <br />RAKE JOINT AND CAULK <br />PREMOLDED RUBBER JOINT <br />DISCONTINUOUS JOINT <br />REINFORCING <br />OPTION 2 <br />HSS COL. & BASE PLATE <br />PER PLAN <br />COLUMN BLOCK -OUT <br />SEE DETAIL 3 / S3.0 <br />PROVIDE 3" MIN. CONC. <br />D COVER OVER ANCHOR <br />SLAB PER PLAN BOLTS AND BASE PLATE <br />I <br />TOP OF SLAB <br />PER PLAN <br />' 4- <br />1 1/2" MIN NON <br />1 SHRINK GROUT <br />TOP OF FTG% <br />PER PLAN w = \ - �,'; _ <br />° ,d �\ <br />CUD, <br />W \ i o- SEE FOOTING SCHEDULE FOR <br />w SIZE AND REINF <br />• _- gyp' /�\ <br />7 TYPICAL MASONRY CONTROL JOINT <br />NTS <br />4 HSS COLUMN FOOTING <br />3/4" = 1'-0" <br />CONC SLAB <br />PER PLAN <br />GROUT SOLID <br />BELOW GRADE <br />SEE FTG SCHEDULE <br />FOR SIZE AND REINF <br />(1) #5 CONT <br />d,. - = <br />—III-z <br />M <br />71 0 <br />#5 @ 16" OC r <br />° .,. n �p ,° h ° <br />�G . <br />8 TYPICAL DOOR THRESHOLD <br />3/4" = 1'-0" <br />2 <br />Ah <br />Pro LW*= <br />106 N 37TH STREET, SUITE C <br />ROGERS, ARKANSAS 72756 <br />W W W. BATESARCHITECTS. COM <br />TEL: 479.633.8165 <br />Copyright 2016 Bates & Associates, Architects <br />E Drawings and Specifications as Instruments of service are and shall <br />remain the property of the Architect. They are not to be used on other <br />projects or extensions to this project except by agreement In writing <br />and with appropriate compensation to the Architect. <br />Contractor Is responsible for confirming and correlating dimensions at <br />job site; the Architect will not be responsible for construction means, <br />methods, techniques, sequences or procedures, or for safety <br />precautions and programs in connection with the project. <br />SITE/STORE #: <br />37745 <br />CONSTRUCTION MANAGER <br />CREIGHTON COMMERCIAL DEVELOPMENT <br />900 SW PINE ISLAND ROAD, SUITE 202 <br />CAPE CORAL, FL 33991 <br />TENANT <br />7-ELEVEN INC. <br />1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 <br />CONTACT: DANIELTUBB <br />STRUCTURAL CONSULTANT <br />SELECT STRUCTURAL <br />12573 NEW BRITTANY BLVD FORT MYERS, FL 33907 <br />CONTACT: SHAWN ANDERSON <br />MEP CONSULTANT <br />OMNI ENGINEERS <br />F_ <br />Z <br />W <br />3; <br />a— <br />OO <br />J <br />N <br />o <br />W <br />> <br />W <br />I_ <br />W <br />LL <br />o <br />W <br />O <br />O <br />a <br />c0 <br />M <br />J <br />Q <br />Q <br />M <br />M <br />~ <br />Q <br />O <br />LL <br />Z <br />~ <br />W <br />� <br />o <br />Z <br />� <br />W <br />J <br />= <br />W <br />O <br />C <br />LU0,5 <br />U <br />_J <br />W <br />�— <br />c <br />LL <br />0 <br />Z <br />W <br />n- <br />ti <br />> <br />N <br />V <br />EL <br />V <br />Z <br />O <br />U) <br />0 <br />T� <br />r1 <br />V <br />NW <br />0. <br />U <br />,t111uu11111 <br />E <br />B �`TP �.Y C'•F RHO ��i <br />�C-�• N 15 •�� <br />�'.• S TAT E OF : 4(Qop <br />�/ <br />IFS •' • R �. • C? �� <br />All - <br />REVISIONS <br />NO. DATE DESCRIPTION <br />SELECT STRUCTURAL A PROJECT NUMBER: <br />12573 New Brittany Blvd RELEASE DATE: <br />Fort Myers, Florida 33907 <br />Phone: (239) 210-5090 DETAILS & SECTIONS <br />info@selectstructural.com <br />Certification Auth. 28357 <br />SELECT STRUCTURAL. <br />1 <br />16018 <br />03/31/2016 <br />