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2 <br />11 <br />E <br />M <br />27'-0" 16'-2" i. 27'-6" i. <br />70' - 8" <br />2 <br />FOUNDATION PLAN <br />1 /4" = 1'-0" <br />FOUNDATION PLAN NOTES: <br />SEE ARCHITECTURAL DRAWINGS FOR SLOPES, DROPS, AND DRAIN LOCATION IN <br />FLOOR SLABS. <br />DO NOT SCALE DRAWINGS. VERIFY/COORDINATE ALL DIMENSIONS AND ELEVATIONS <br />WITH ARCHITECTURAL DRAWINGS BEFORE COMMENCING CONSTRUCTION. NOTIFY <br />STRUCTURAL ENGINEER AND ARCHITECT OF ANY DISCREPANCIES BEFORE <br />PROCEEDING WITH WORK. <br />FX INDICATES FOOTING TYPE, SEE SCHEDULE THIS SHEET. <br />(X'-X") INDICATES TOP OF FOOTING ELEVATION (-l'-4" UNO). <br />W1 - INDICATES 8" CMU WALL W/ #5 AT 32" OC MAX AND AT CORNERS, INTERSECTIONS <br />AND BOTH SIDES OF OPENINGS. <br />C1 - INDICATES CONCRETE COLUMN W/ (6) #5 VERTS & #3 TIES @ 8" OC. <br />PROVIDE SLAB JOINTS AS IN 1/S3.0 <br />LOCATE CONTROL JOINTS IN CMU WALLS PER ARCH AS IN 7/S3.0 <br />HSS COLUMN SCHEDULE <br />TYPE <br />BASE PLATE <br />SIZE <br />ANCHOR RODS <br />HSS6X4X3/8 <br />12"x12"x3/4" <br />(4) 3/4"0 x 9" EMBED <br />WALL FOUNDATION SCHEDULE <br />TYPE MARK <br />WIDTH <br />DEPTH <br />REINFORCING <br />F20W <br />2'- 0" <br />1' - 0" <br />(2) #5 CONTINUOUS <br />F40W <br />4' - 0" <br />1' - 0" <br />(3) #5 CONTINUOUS & #5 @ 12" OC TRANSVERSE <br />COLUMN FOUNDATION SCHEDULE <br />TYPE MARK WIDTH LENGTH DEPTH REINFORCING <br />F30 3' - 0" 3' - 0" 1' - 0" 1 (4) #5 EW BOTTOM <br />2 <br />S5.0 <br />6Y.1K: <br />106 N 37TH STREET, SUITE C <br />ROGERS, ARKANSAS 72756 <br />W W W. BATESARC H ITECTS. CO M <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 />0 <br />D <br />Z <br />W <br />O o <br />� N <br />❑ W UJ <br />NW ❑ W <br />1..� O M 0 O M <br />O M J Q M <br />J Q 0 J <br />U) - 'y LL <br />Z ~ W � U ❑ J <br />W J z <br />�=W�o <br />w <br />W ozs L) <br />� � � _ W <br />W M rL O zCL <br />ti N U v <br />-- - - - A = Z <br />O o <br />� o <br />C7 <br />W <br />U <br />28' - 0" <br />F---—------------------------- <br />I I <br />II I I(( ' * �P �C. • A <br />- - <br />------------------- B Zf F40W N 5S1�5 <br />TWALL=T4" I 5"CONC SLAB ON GRADE <br />W/ 6x6 W1.4xW1.4 WWF ,9s••O'•2�,'' <br />F- <br />= <br />o II II o II (I =��: �•,0i 'F OT '0 <br />S- <br />T/SLB=-1 1/2" � P •;�:��J/Aj <br />0'�i4OR1OC\ <br />' <br />NA <br />TVALL=7-4" S/ "�.� <br />-- <br />S5.0 still <br />s <br />I ° I <br />L — — — J L — — — J <br />DUMPSTER ENCLOSURE FOUNDATION PLAN <br />1/4" = V-0" <br />SELECT. <br />SELECT STRUCTURAL <br />12573 New Brittany Blvd <br />Fort Myers, Florida 33907 <br />Phone: (239) 210-5090 <br />info@selectstructural.com <br />Certification Auth. 28357 <br />STRUCTURAL <br />M <br />REVISIONS <br />NO. DATE I DESCRIPTION <br />PROJECT NUMBER: 16018 <br />RELEASE DATE: 03/31/2016 <br />FOUNDATION PLAN <br />5 <br />11. <br />N <br />1 <br />