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N <br />38, R" <br />r i r <br />VI��I--�L•J/ <br />I <br />IN <br />ON <br />01, <br />_ <br />■ <br />I§ <br />NEI <br />I� • I <br />Is <br />I§ <br />V, Al ODD SPACE <br />womM <br />I\ <br />�I <br />I► <br />\I <br />.I <br />IN - <br />IN <br />13,11 <br />r 101. 10,11 <br />re <br />�� <br />ES <br />3 ALLOWANCE <br />ENTRY W/3'-8 t/16' HEEL HGHT <br />(E. F.F. 12'-0" A.F.F.) <br />0 <br />0 <br />6" <br />O <br />O/H DETAIL <br />0 <br />r <br />Hatch Legend <br />im 8'-08" BRG HGT <br />General Notes <br />Required interior bearing walls shown <br />heights noted <br />Trusses may not be cut or altered in <br />any way without prior authorization from <br />ABS, Inc. <br />Any trusses that are cut or altered <br />without authorization will be repaired or <br />replaced at the customers expense <br />No backcharges of any kind will be <br />accepted without prior review and written <br />consentfrom ABS, Inc. <br />For proper truss handling and <br />bracing, refer to the "TPI" documents <br />"SCSI-Bt through B4" <br />` Any multi -ply trusses must be <br />attach <br />ed together per the engineering <br />specifications prior to installation <br />Permanent and temporary bracing is <br />the responsibility of the truss installer. <br />The "Engineer of Record" for the project <br />is responsibile for the design of the <br />permanent bracing, the diaphram system, <br />shear walls, and structural elements to <br />resist lateral loads from wind and or <br />seismic activity. The "EOR" is also <br />responsible to call out the is <br />strapping materials to sufficiently attach <br />the trusses to the load bearing structure <br />below, to verify truss design spec- <br />ifications (pitch, span, profiles, applied <br />loading, wind application, etc.), and for <br />the overall design and placement plan of <br />the truss system. <br />If any job site accidents occur <br />involving trusses, the installer must <br />immediately stop work on the project and <br />notify a representative of ABS, Inc.. All <br />trusses involved in an accident must be <br />inspected by a licensed structural <br />engineer to determine the cause of the <br />accident. The builder assumes all <br />liability if trusses involved in an accident <br />are altered or moved in any way before <br />an inspection is completed. All de- <br />cisions regarding necessary repairs or <br />replacement of trusses will be based on <br />the recommendation of the report sub - <br />Refer to Simpson Strong -Tie website <br />(www. strongtie. co rtUprodu cts/con nectors), <br />or the USP website <br />(www. uspmnnectors. com/u s/products/mn n e <br />ctors), for proper use and attachment of the <br />specked hangers. <br />gand U <br />Roof Floor <br />Ammo %N <br />BLI DIMS SUPPLY <br />Revision: 5-12-20 Entry span to 8'-0" RF <br />LANAI <br />Revision: 6-5-20 Entry span RF Lot 33 Links @ Calusa Springs,n. <br />Revision: 5-1-20 improved def per redlines / no foyer brg wall Page 1 of 1 5/22/20 Brian C . BB 772591 <br />