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s <br />N <br />N <br />(m, <br />4 <br />U <br />s <br />a <br />Iz0�$15S <br />$r <br />VQ <br />imm <br />U <br />DO <br />$� <br />cn <br />cn <br />M <br />_I J <br />U- U- <br />J J <br />N <br />w <br />CO <br />_I co <br />Q <br />WN <br />Z� <br />-to Lu <br />W O U 1.1.. <br />J <br />co <br />• CO <br />',,, <br />Q <br />K 00 <br />�• 002 <br />3�0cl) <br />J W <br />ON <br />Z <br />m� <br />�``�lt;TA�M9�'��i <br />��;Dy �ccEiJs� . P�; , <br />No �. r <br />84502 <br />:*f ;#� <br />-b: # : z <br />LAO�;. <br />STATE OF ; 2� <br />N <br />2 `��� f E,g�•e <br />i� <br />FOR BUILDINGS WITH AN OCCUPANCY I OR II, IBC ALLOWS FOR SINGLE STORY BUILDINGS TO HAVE NO LIMIT FOR THE SEISMIC STORY DRIFT. <br />PLEASE NOTE THAT ANY INTERIOR WALLS, PARTITIONS, CEILINGS, AND EXTERIOR WALLS SHOULD BE DETAILED (BY OTHERS) TO ACCOMMODATE <br />THIS STORY DRIFT. <br />THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES (DOORS, WINDOWS, ETC.) BY OTHERS MUST BE DESIGNED AS <br />"COMPONENTS AND CLADDING" IN ACCORDANCE WITH THE SPECIFIC WIND PROVISIONS OF THE REFERENCED BUILDING CODE. <br />THE PRIMARY AND SECONDARY FRAMING MEMBERS HAVE BEEN LOADED FOR 2 ROOF TOP UNITS. <br />THE ROOF TOP UNIT WEIGHTS ARE 1,800 LBS. SEE ROOF PLAN FOR LOCATIONS. <br />THE PRIMARY AND SECONDARY FRAMING MEMBERS HAVE BEEN VERTICALLY LOADED FOR SATELLITE SUPPORT WEIGHING 1,000 LBS, BUT THEY <br />ARE NOT DESIGNED FOR HORIZONTAL NOR MOMENT —INDUCING LOADS. SEE ROOF PLAN FOR LOCATION. <br />VERTICAL SUPPORT OF THE 1400 LB. DOLLAR GENERAL SIGN TO BE SUPPORTED BY BRICK/MASONRY WALL (NOT BY NUCOR). <br />12" CHANNELS ARE SUPPLIED TO FIELD —LOCATE ON GIRTS TO PROVIDE HORIZONTAL SUPPORT OF SIGN. <br />NUCOR MATERIAL DOES NOT PROVIDE VERTICAL SUPPORT FOR MASONRY. NUCOR MATERIAL WILL ONLY PROVIDE HORIZONTAL SUPPORT FOR <br />MASONRY DUE TO WIND AND SEISMIC FORCES. WEIGHT OF MASONRY ASSUMED TO BE 45 PSF. LINTELS HAVE NOT BEEN PROVIDED BY NUCOR. <br />THE PROJECT ENGINEER OF RECORD (NOT THE METAL BUILDING SUPPLIER) IS RESPONSIBLE FOR ASSURING THAT WALL COVERING (NOT BY MBS) <br />ARE DESIGNED TO SAFELY WITHSTAND ALL CODE REQUIRED LOADINGS ASSOCIATED WITH THE GIRT AND PURLIN SPACING PROVIDED. <br />THE SPANDREL CHANNEL WHICH SUPPORTS THE TOP OF THE MASONRY WALL MUST BE ATTACHED TO THE WALL AT 4'0 O.C. (MAXIMUM). THE <br />DESIGN OF THIS ATTACHMENT IS BY OTHERS. <br />THE MASONRY/CONCRETE WALLS (DESIGNED AND FURNISHED BY OTHERS) ATTACHED TO THE SPANDREL BEAMS ARE ASSUMED TO ACT AS SHEAR <br />WALLS. THE CONNECTIONS (DESIGNED AND FURNISHED BY OTHERS) OF THE SPANDREL BEAMS TO THE MASONRY/CONCRETE WALLS MUST BE <br />RIGID, AND MUST NOT ALLOW ANY SLIP TO OCCUR. <br />