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6 <br />5 <br />3 <br />2 <br />1 <br />E <br />T/WALL: <br />T/WALL = <br />C <br />T/WALL = <br />0 <br />ffluff.w <br />2 1.2 1.1 1 <br />ROOF <br />1 /4" = 1'-0" <br />ROOF FRAMING PLAN NOTES: <br />D1 - INDICATES SPAN DIRECTION OF 11/2" x 20 GA TYPE "B" ROOF DECK. <br />ROOF DECK CONNECTION PUDDLE WELDS ON A 36/7 PATTERN W/ (3) #10 TEK <br />SCREWS SIDELAP FASTENERS PER SPAN. <br />'TX'-)C INDICATES TOP OF BEAM ELEVATION. <br />SEE COMPONENTS AND CLADDING WIND PRESSURE FOR NET UPLIFT FOR <br />JOIST DESIGN. JOIST MANUFACTURER SHALL PROVIDE ADEQUATE BOTTOM <br />CHORD BRACING FOR THE JOIST TO RESIST UPLIFT FORCES. USE 5 PSF DL <br />TO CALCULATE NET ROOF UPLIFT. <br />JOIST MANUFACTURER TO DESIGN JOISTS FOR RTU LOAD INDICATED ON <br />ROOF FRAMING PLAN.RTU LOADS ARE IN ADDITION TO REGULAR DEAD AND <br />LIVE LOADS. <br />W1 INDICATES 8" CMU WALL W/ #5 AT 32" OC MAX AND AT CORNERS, <br />INTERSECTIONS AND BOTH SIDES OF OPENINGS. <br />M <br />CONCRETE BEAM SCHEDULE <br />MARK <br />WIDTH <br />HEIGHT <br />TOP <br />MID <br />BOT <br />STIRRUPS <br />COMMENTS <br />B1 <br />8" <br />2' - 0" <br />(2) #6 <br />(2) #5 <br />(2) #6 <br />#3 @ 12" OC <br />BB1 <br />8" <br />1'- 4" <br />(1) #5 <br />- <br />(1) #5 <br />- <br />BOND BEAM <br />�IK: Y. <br />_ _ B <br />106 N 37TH STREET, SUITE C <br />ROGERS, ARKANSAS 72756 <br />W W W. BATESARCH ITECTS.COM <br />TEL: 479.633.8165 <br />V <br />Copyright 2D16 Bates & Associates, Architects <br />E <br />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 />p <br />Contractor is responsible for confirming and correlating dimensions at <br />— <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 />D <br />SITE/STORE #: <br />37745 <br />CONSTRUCTION MANAGER <br />CREIGHTON COMMERCIAL DEVELOPMENT <br />900 SW PINE ISLAND ROAD, SUITE 202 <br />- <br />CAPE CORAL, FL 33991 <br />r <br />TENANT <br />7-ELEVEN INC. <br />1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 <br />CONTACT: DANIEL TUBB <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 />ft <br />SELECT. <br />Z <br />W <br />^Z> <br />C L <br />OCN <br />J N <br />o W W <br />> H <br />W p W U) 0) <br />0 <br />Q M M <br />OO �M�QM <br />0 —1 <br />� �-0,� <br />U <br />Z ~ � o � <br />W � <br />W J Z <br />W <br />C <br />CL = < O <br />LLJ > C.6 010 U <br />W 5- O Z o- <br />c <br />I >- W V �- U <br />3: Z � <br />O U) <br />I— o <br />_ <br />W <br />U <br />N 3515 <br />13 S TE OF .' 4/ � <br />%•OF` c� O R 10 P GN <br />REVISIONS <br />NO. DATE I DESCRIPTION <br />SELECT STRUCTURAL <br />PROJECT NUMBER: 16018 <br />12573 New Brittany Blvd <br />RELEASE DATE: 03/31/2016 <br />Fort Myers, Florida 33907 <br />Phone: (239) 210-5090 <br />ROOF FRAMING PLAN <br />info@selectstructural.com <br />Certification Auth. 28357 <br />STRUCTURAL <br />5 <br />M <br />3 <br />N <br />1 <br />