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1 <br />A <br />2 3 4 5 6 <br />B <br />C <br />D <br />228'-0" <br />36'-0" 40'-0" 52'-0" 52'-0" 48'-0" <br />26'-0" <br />1 <br />7 <br />0 <br />' <br />- <br />0 <br />" <br />60 <br />' <br />- <br />5 <br />" <br />54 <br />' <br />- <br />7 <br />" <br />55 <br />' <br />- <br />0 <br />" <br />27 <br />' <br />- <br />6 <br />" <br />228'-0" <br />18'-0"26'-0"3'-0" <br />1 <br />7 <br />0 <br />' <br />- <br />0 <br />" <br />24 <br />' <br />- <br />0 <br />" <br />1 <br />8 <br />' <br />- <br />0 <br />" <br />7' <br />- <br />0 <br />" <br />1 <br />' <br />- <br />0 <br />" <br />1 2 3 4 5 6 <br />A <br />B.1 <br />C <br />D <br />F.O.C. <br />F.O.C. <br />F.O.C. <br />F.O.C. <br />E.O.C. <br />F.O.C. <br />F.O.C. <br />F.O.C. <br />E.O.C. <br />F. <br />O <br />. <br />C <br />. <br />F. <br />O <br />. <br />C <br />. <br />F. <br />O <br />. <br />C <br />. <br />F. <br />O <br />. <br />C <br />. <br />F. <br />O <br />. <br />C <br />. <br />F. <br />O <br />. <br />C <br />. <br />E. <br />O <br />. <br />C <br />. <br />F. <br />O <br />. <br />C <br />. <br />2.9 <br />CL <br /> <br />O <br />F <br /> <br />C <br />O <br />L <br />B.1 <br />CL OF COL <br />PJ PJ PJ PJ PJ PJ PJ <br />26'-0" 23'-7" 25'-5" 26'-0" 26'-0" 26'-0" 22'-0" 27'-0" <br />27 <br />' <br />- <br />0 <br />" <br />27 <br />' <br />- <br />0 <br />" <br />30 <br />' <br />- <br />0 <br />" <br />1 <br />8 <br />' <br />- <br />0 <br />" <br />1 <br />8 <br />' <br />- <br />0 <br />" <br />18'-0"20'-0"25'-0"25'-0"25'-0"25'-0"21'-0"21'-0" <br />27 <br />' <br />- <br />6 <br />" <br />27 <br />' <br />- <br />6 <br />" <br />27 <br />' <br />- <br />6 <br />" <br />30 <br />' <br />- <br />0 <br />" <br />30 <br />' <br />- <br />0 <br />" <br />PJ <br />PJ <br />PJ <br />PJ <br />PJPJPJPJPJPJPJ <br />PJ <br />PJ <br />PJ <br />PJ <br />5" <br />5" <br />60 <br />' <br />- <br />5 <br />" <br />54 <br />' <br />- <br />7 <br />" <br />55 <br />' <br />- <br />0 <br />" <br />36'-0" 40'-0"52'-0"52'-0"48'-0" <br />1'-0" <br />4.9 <br />3'-8" <br />27 <br />' <br />- <br />0 <br />" <br />24 <br />' <br />- <br />0 <br />" <br />24 <br />' <br />- <br />0 <br />" <br />29 <br />' <br />- <br />0 <br />" <br />OFF <br />I <br />C <br />E <br /> <br />A <br />R <br />E <br />A <br />31'-4"B.O.S. <br />RIDGE LINE <br />1 2 3 <br />4 <br />5 <br />6 7 8 9 10 11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />19202122232425262728 <br />29 <br />30 <br />31 <br />32 <br />EF <br />1 <br />EF <br />5 <br />HP <br />7 <br />HP <br />2A <br />HP <br />6EF <br />10 <br />HP <br />2B <br />(E) HSS <br />(E) HSS <br />(E)HSS <br />(E) HSS <br />(E) HSS <br />(E) HSS <br />32' <br />- <br />1 <br />0 <br />" <br />B.O.S. <br />30' <br />- <br />6 <br /> <br />1/2 <br />" <br />31' <br />- <br />7 <br />" <br />B.O.S. <br />B.O.S. <br />30' <br />- <br />8 <br />" <br />B.O.S. <br />31' <br />- <br />5 1/2 <br />" <br />B.O.S. <br />30' <br />- <br />6 <br /> <br />1/2 <br />" <br />B.O.S. <br />32'-10 1 <br />/ <br />2 <br />" <br />B.O <br />. <br />S. <br />31'-1" <br />B.O.S.31'-1"32'-1" <br />B.O. <br />S <br />. <br />31'-1" <br />32'-1" <br />B.O. <br />S <br />. <br />31'-1" <br />32'-1" <br />B.O.S. <br />B.O <br />. <br />S <br />. <br />B.O.S. <br />B.O.S. <br />31'-10 1/2" <br />B.O.S. <br />31' <br />- <br />9 <br /> <br />1 <br />/ <br />2" <br />B.O.S. <br />32'-10 1/2" <br />B.O.S.33'-1 <br />1 <br />" <br />B.O.S. <br />33' <br />- <br />11" <br />B.O.S <br />. <br />B.O.S. <br />33' <br />-11" <br />32' <br />- <br />1 <br />0 <br />" <br />B.O <br />. <br />S <br />. <br />32'-10 <br />" <br />B.O <br />. <br />S. <br />(E) GIRDER(E) GIRDER (E) GIRDER(E) GIRDER(E) GIRDER <br />(E)W30x99 (E)W27x84(E)W30x99 <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br />W <br />2 <br />4 <br />x <br />6 <br />8 <br />(E <br />) <br />W <br />2 <br />4 <br />x <br />6 <br />8 <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />SK <br />E <br />W <br />E <br />D <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />31' <br />- <br />2 <br /> <br />1/2 <br />" <br />B.O.S <br />. <br />(7) BAYS @ 8'-0"OC = 56'-0" <br />TYPICAL TRUSS PURLIN LAYOUT UNO <br />(19) BAYS @ 8'-0"OC = 152'-0" <br />TYPICAL TRUSS PURLIN LAYOUT UNO <br />10'-0"9'-2" <br />± <br />33' <br />- <br />1 <br />1 <br />" <br />B.O <br />. <br />S <br />. <br />20A <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E)HSS <br />(E <br />) <br /> <br />B <br />A <br />R <br /> <br />J <br />O <br />I <br />S <br />T <br />(E) <br />(E) <br />(E) <br />(E)(E)(E) <br />(E) <br />CF <br />1C <br />200# <br />CF <br />1D <br />200# <br />CF <br />1A <br />200# <br />CF <br />1B <br />200# <br />3 <br />- <br />FOR DETAIL <br />SEE <br />TYP, UNO <br />CF <br />1E <br />200# <br />(E) ROOF FRAMING PLAN <br />1/16" = 1'-0" <br />BUILDING 4 <br />ROOF FRAMING PLAN <br />S2.1SHEET: <br />SHEET TITLE <br />RGA, OFFICE OF ARCHITECTURAL DESIGN <br />COPYRIGHT <br />RGA PROJECT NO: <br />CONSULTANT <br />PROFESSIONAL SEALS <br />00000.00 <br />MARK DATE DESCRIPTION <br />OWNER PROJECT NO: 00000.00 <br />CAD FILE NAME:- <br />DRAWN BY:DM <br />CHK'D BY:ML <br />17300 Red Hill Avenue, Suite 250 <br />Irvine, CA 92614 <br />T: (949) 579-1170 <br />miyamotointernational.com <br />MI Project #: MI2004255.00 <br />S 3525 <br />Exp. 03/31/21 <br />REGISTEREDPROFESSIONALENGINEER <br />STATE OF CALIFORNIASTRUCTURAL <br />J <br />EFFREY AL A N CROSIER <br />SHEA DYER <br />BUSINESS PARK <br />ANDURIL <br />BUILDING 4 <br />642 ALTON AVENUE <br />SANTA ANA, CA <br />PC <br />DD <br />01/22/2021 PC RESUBMITTAL1 <br />1 B.A. FAN SUPPORT <br />N.T.S. <br />L3x3x1/4 DIAGONAL <br />BRACE <br />PER MFR <br />ROOF POINT LOAD > 500# <br />> 6" : ADDITIONAL BRACE <br />IS REQD PER DETAIL 4/- <br />6" MIN <br />3/8"Ø BOLT W/ <br />WASHER <br />HSS SUPPORT <br />DIAGONAL BRACE <br />SEE <br />2 <br />- <br />TRUSS' BOTTOM <br />CHORD <br />1/4"x2.5"SQ <br />WASHER <br />NUT W/ WASHER <br />HSS3x3x1/4 <br />FAN SUPPORT <br />MOUNTING <br />ASSEMBLY <br />BY MFR <br />XENLARGED SECTION <br />2 <br />- <br />Y ENLARGED SECTION <br />X <br />- <br />1/4 2 <br />L3x3x1/4 DIAGONAL <br />BRACE BEND & WELD AS <br />SHOWN <br />TRUSS PURLINS <br />SEE PLAN <br />HSS SUPPORT <br />1/4 <br />TRUSS PURLINS <br />SEE PLAN <br />PL 4x4x1/4 W/ <br />5/8"Ø MB <br />ROOF SHEATHING <br />PER PLAN <br />2 TRUSS BRACE <br />N.T.S. <br />3 <br />B.S. FAN SUPPORT <br />AT UNDERSIDE OF TRUSS <br />N.T.S. <br />DIAGONAL BRACE <br />SEE 2 <br />- <br />OFFSET 6" MAX <br />FROM B.A. FAN <br />FOR ITEMS NOT SHOWN <br />OR NOTED SEE 1 <br />- <br />ATTACHMENT <br />PER MFR <br />TRUSS PURLINS <br />SEE PLAN <br />4 <br />TYPICAL TRUSS/GIRDER <br />REINFORCING DETAIL <br />N.T.S. <br />NOTES: <br />1. FIELD WELD EXTRA ANGLES FROM POINT LOAD TO NEAREST PANEL POINT ON OPPOSITE <br />CHORD AS REQUIRED ABOVE AT NO EXPENSE TO THE JOIST/GIRDER SUPPLIER. <br />2. BENDING CHECK FOR 250# POINT LOAD AT TOP CHORD NOT REQUIRED. <br />PANEL POINT <br />BOTTOM CHORD POINT LOAD, P2 <br />TOP CHORD POINT LOAD, P1 <br />(E)TOP CHORD <br />(E) BOTTOM CHORD <br />X1 <br />ADD L2x2x1/4 ES <br />WHEN X1 > 6" & <br />P1 > 250# <br />ADD L2x2x1/4 ES <br />WHEN X2 > 6" & <br />P2 > 100# <br />PANEL POINT <br />X2 <br />3/16 1 1/2 <br />EA END TYP <br />2020-162041 <br />02/23/21